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GLAVNI PROJEKAT
ZA IZGRADNJU VIŠEPORODIČNOG STAMBENOG OBJEKTA,
SPRATNOSTI Po+P+3 NA ZEMLJIŠTU OZNAČENOM SA
k.č.368/1, k.o. Banja Luka 4 u Banjaluci
BANJA LUKA, Februar 2018.
Datum: Februarr, 2018. godine Broj: 01.04 /17
VRSTA DOKUMENTACIJE: GLAVNI PROJEKAT
INVESTITOR: MILAN RAČIĆ
NAZIV PROJEKTA: GLAVNI PROJEKATVIŠEPORODIČNOG STAMBENOG OBJEKTA, SPRATNOSTI Po+P+3 NA ZEMLJIŠTU OZNAČENOM SA k.č.368/1, k.o. Banja Luka 4 u Banjaluci
LOKACIJA: BANJA LUKA
GLAVNI PROJEKTANT BOJAN BOJANIĆ, dipl.inž.građ.
SADRŽAJ - OPŠTA DOKUMENTACIJA
o UGOVOR O POSLOVNO TEHNIČKOJ SARADNJI o RJEŠENJE O REGISTRACIJI o LICENCA FIRME o RJEŠENJE O IMENOVANJU ODGOVORNOG PROJEKTANTA o LICENCA ODGOVORNOG PROJEKTANTA o IZJAVA PROJEKTANTA
- TEHNIČKI DIO o TEHNIČKI OPIS o STATIČKI PRORAČUN o SPECIFIKACIJA ARMATURE o PREDMJER RADOVA o GRAFIČKI PRILOZI
- GRAFIČKI PRILOZI BR. NAZIV CRTEŽA RAZMJERA
101 PLAN OPLATE TEMELJNE PLOČE I PLOČE POS 100 1:50
102 PLAN OPLATE PLOČE NA KOTI -0,10 - POS 100 1:50
103 PLAN OPLATE PLOČE NA KOTI +0,90 - POS 200 1:50
104 PLAN OPLATE PLOČE NA KOTI +3,80, +6,65 i +9,50 - POS 300, 400 i 500 1:50
105 PLAN OPLATE PLOČE NA KOTI +12,20 - POS 600 1:50
106 PLAN OPLATE STEPENIŠTA 1:50
107 PLAN OPLATE AB ZIDOVA U OSI 3 1:50
201 RASPORED ANKERA U TEMELJNOJ PLOČI 1:50
202 PLAN ARMIRANJA TEMELJNE PLOČE POS 000 1:50
203 PLAN ARMIRANJA PLOČE NA KOTI -0,10 - POS 100 1:50
204 PLAN ARMIRANJA PLOČE NA KOTI +0,90 - POS 200 1:50
205 PLAN ARMIRANJA PLOČE NA KOTI +3,80, +6,65 i +9,50 - POS 300, 400 i 500 1:50
206
PLAN ARMIRANJA PLOČE NA KOTI +12,20 - POS 600
1:50
207 PLAN ARMIRANJA GREDA – POS 100 I POS 200 1:50
208 PLAN ARMIRANJA GREDA – POS 300, POS 400 I POS 500 1:50
209 PLAN ARMIRANJA GREDA – POS 600 1:50
210 PLAN ARMIRANJA RAMOVA U OSAMA 0, 1 I 4 1:50
211 PLAN ARMIRANJA RAMA U OSI 2 1:50
212 PLAN ARMIRANJA RAMA U OSI 3 1:50
213 PLAN ARMIRANJA RAMOVA U OSAMA A, B, 2' I 2'' 1:50
214 PLAN ARMIRANJARAMOVA U OSAMA B', B'', C I F 1:50
215 PLAN ARMIRANJA STEPENIŠTA 1:50
216 PLAN OPLATE I ARMATURE RAMPE 1:50
UGOVOR O POSLOVNO TEHNIČKOJ SARADNJI
RJEŠENJE O REGISTRACIJI
LICENCA FIRME
RJEŠENJE O IMENOVANJU ODGOVORNOG PROJEKTANATA
Na osnovu Zakona o uređenju prostora i građenju (“Službeni glasnik Republike Srpske”, broj 40/13) i Pravilnika o sadržaju i kontroli tehničke dokumentacije (“Službeni glasnik Republike Srpske”, broj 101/13), direktor privrednog društva „BCE” d.o.o. Banja Luka donosi:
R J E Š E NJ E
O IMENOVANJU PROJEKTANATA
Projektant za konstruktivnu fazu – Bojan Bojanić, dipl.inž.građ.
za izradu tehničke dokumentacije:
GLAVNI PROJEKAT ZA IZGRADNJU VIŠEPORODIČNOG STAMBENOG OBJEKTA, SPRATNOSTI Po+P+3 NA ZEMLJIŠTU OZNAČENOM SA k.č.368/1,
k.o. Banja Luka 4 u Banjaluci
Direktor:
____________________
Radoslav Mićanović, dipl. inž. građ.
IZJAVA PROJEKTANTA
Na osnovu člana 111. stav 4. Zakona o uređenju prostora i građenju (“Službeni glasnik Republike Srpske”, broj 40/13) i člana 12. stav 1. tačka d) Pravilnika o sadržaju i kontroli tehničke dokumentacije (“Službeni glasnik Republike Srpske”, broj 101/13), dajemo
I Z J A V U
O KOMPLETNOSTI, ISPRAVNOSTI I KVALITETU PROJEKTA
GLAVNI PROJEKAT ZA IZGRADNJU VIŠEPORODIČNOG STAMBENOG OBJEKTA, SPRATNOSTI Po+P+3 NA ZEMLJIŠTU OZNAČENOM SA k.č.368/1, k.o. Banja Luka 4 u Banjaluci
Kojom potvrđujem da:
projekat zadovoljava uslove iz Zakona o uređenju prostora i građenju i drugih zakona, propisa donesenih na osnovu tih zakona, tehničkih normi i pravila struke,
projekat je u skladu sa Pravilnikom o sadržaju i kontroli tehničke dokumentacije. projekat je u skladu sa projektnim zadatkom.
PROJEKTANT:
Projektant za konstruktivnu fazu :
_________________________
– Bojan Bojanić, dipl.inž.građ
Direktor:
____________________
Radoslav Mićanović, dipl. inž. građ.
LICENCE PROJEKTANATA
TEHNIČKI OPIS
Tehnički opis
Predmet ove tehničke dokumentacije je konstruktivna faza tehničke dokumentacije: "GLAVNI PROJEKAT ZA IZGRADNJU VIŠEPORODIČNOG STAMBENOG OBJEKTA, SPRATNOSTI Po+P+3 NA ZEMLJIŠTU OZNAČENOM SA k.č.368/1, k.o. Banja Luka 4 u Banjaluci ".
Ovaj dio projektne dokumentacije sadrži statičko-dinamičku analizu konstrukcije objekta te na osnovu nje projektovane i konstruisane planove oplate i nacrte armiranja svih konstruktivnih elemenata.
Korišteni Zakoni, Pravilnici i podloge
Prilikom izrade projekta konstrukcije predmetnog objekta korišteni su sljedeći Zakoni i Pravilnici:
Zakoni:
- Zakon o uređenju prostora, (Službeni Glasnik RS, br. 40/13)
Pravilnici:
- Pravilnik o sadržaju i kontroli tehničke dokumentacije (Službeni Glasnik RS, br. 08/11)
- Pravilnik o tehničkim normativima za beton i armirani beton, PBAB'87, (Službeni List SFRJ 11/1987)
- Pravilnik o tehničkim normativima za opterećenja nosećih građevinskih konstrukcija, (Službeni List SFRJ 26/1988)
- Pravilnik o tehničkim normativima za projektovanje i izvođenje radova na temeljenju građevinskih konstrukcija, (Službeni List SFRJ 34/74)
- Pravilnik o tehničkim normativima za izgradnju objekata visokogradnje u seizmičkim područjima (Službeni List SFRJ 31/1981) na snazi od 01.01.1981
- Pravilnik o izmjenama i dopunama pravilnika o tehničkim normativima za izgradnju objekata visokogradnje u seizmičkim područjima (Službeni List SFRJ 49/1982) na snazi od 14.08.1982
- Pravilnik o izmjenama i dopunama pravilnika o tehničkim normativima za izgradnju objekata visokogradnje u seizmičkim područjima (Službeni List SFRJ 29/1983) na snazi od 18.06.1983
- Pravilnik o izmjeni i dopuni pravilnika o tehničkim normativima za izgradnju objekata visokogradnje u seizmičkim područjima (Službeni List SFRJ 21/1988) na snazi od 09.04.1988
- Pravilnik o izmjenama i dopunama pravilnika o tehničkim normativima za izgradnju objekata visokogradnje u seizmičkim područjima (Službeni List SFRJ 52/1990) na snazi od 15.09.1990
Korištene podloge:
- "IZVJEŠTAJ o geomehaničkim ispitivanjima tla i uslovima fundiranja VIŠEPORODIČNOG STAMBENOG OBJEKTA, SPRATNOSTI Po+P+3 NA ZEMLJIŠTU OZNAČENOM SA k.č.368/1, k.o. Banja Luka 4 u Banjaluci ",
koji je urađen od strane GIM TEST, d.o.o. Banja Luka.
Opis objekta
Konstrukcija predmetnog objekta je predviđena da se izvede od armiranog betona. Objekat ima podrum, prizemlje i 3 sprata. Podrumski dio je širi od osnovnog objekta, a kota ploče iznad proširenog dijela je niža za 1 m u osnosu na kotu u prizemlju .
Prema Pravilniku o tehničkim normativima za izgradnju objekata visokogradnje u seizmički aktivnim područjima objekat je svrstan u objekte II kategorije. Na osnovu geomehaničkog elaborata urađenog za potrebe projektovanja i izvođenja predmetnog objekta za karakteristike tla prilikom proračuna na seizmička dejstva usvojena je II kategorija tla. Objekat se nalazi na području visokog stepena seizmičkog intenziteta, IX stepen MCS skale.
Konstrukcija objekta
Objekat je fundiran na armirano betonskoj temeljnoj ploči debljine 40 cm., dok su AB platna u debljine 20 cm osim u liftovskom oknu gdje su projektovana platna debljine 15 cm.
Međuspratne konstrukcije su armiranobetonske ploče nosive u oba pravca koje se oslanjaju na AB grede i AB platna. Debljina ovih međuspratnih konstrukcija iznosi d=‚15 cm. Posjeduju dovoljno krutosti u svojoj ravni da obezbjede zajednički rad svih vertikalnih elemenata prilikom horizontalnog pomjeranja.
Armiranobetonske grede su pravougaonog poprečnog presjeka i različitih su dimenzija u zavisnosti od nivoa opterećenja koje moraju da prihvate i raspona koje trebaju da savladaju. AB grede su u monolitnoj vezi sa pločama pa se aktivira i sadejstvujuća širina ploče.
Armirano betonski stubovi su pravougaonog poprečnog presjeka. Različitih su dimenzija i izvode se od betona MB 30.
Vertikalna komunikacija u objektu je predviđena liftom i armirano betonskim stepeništima. Konstrukcija stepeništa su monolitno izvedene koljenaste ploče debljine d=15 cm.
Svi elementi konstrukcije se izvode od MB30.
Proračun statičkih uticaja i dimenzionisanje
Objekat je analiziran kao prostorni sistem upotrebom programskog paketa Tower 6.
Analizom opterećenja su obuhvaćena sva opterećenja koja će djelovati na konstrukciju tokom gradnje i tokom eksploatacije. Intenzitet stalnih opterećenja je usvojen na osnovu dimenzija i propisanih materijalnih karakteristika korištenih materijala. Korisna opterećenja su usvojena na osnovu funkcije pojedinih djelova objekta. Od ostalih opterećenja u proračunu su uzeta u obzir djelovanja zasipa na podrumske zidove kao stalna te nabijanje zasipa kao promjenjiva oterećenja. Od izuzetnih opterećenja u proračunu je uzet uticaj seizmike.
U modelima nisu modelirana stepeništa, već je njihov uticaj na konstrukciju uzet preko reakcija u vidu linijskog opterećenja na mjestima gdje se ona oslanjaju na konstrukciju.
Materijal
Beton Za izvođenje objekta koriste se dve vrste betona, u zavisnosti od elementa
koji se armira. Betoni I kategorije (B.I) mogu se spravljati bez prethodnih ispitivanja, s tim
što se mora koristiti minimalna količina cementa propisana Pravilnikom. Betoni I kategorije mogu se ugrađivati samo na gradilištu na kome se spravljaju.
Betoni II. kategorije (B.II) su MB 30 i više i transportovani betoni svih marki. Osnovni sastojci betona (agregat, cement, voda i dodaci) sa kojima se vrši spravljanje betona, moraju da zadovolje propisane uslove kvaliteta prema važećim pravilnicima i standardima.
Sastav betona određuje se na osnovu prethodnih ispitivanja osnovnih sastojaka svježeg i očvrslog betona. U toku izvođenja elemenata i konstrukcije mora se vršiti stalna kontrola kvaliteta . To znači da prije izvođenja elemenata i konstrukcija od armiranog betona mora se uraditi projekat betona u skladu sa Pravilnikom BAB 87.
Osnovne mehaničke karakteristike betona (čvrstoća betona pri pritisku, čvrstoća betona pri zatezanju), deformacijske karakteristike betona (modul elastičnosti betona, modul smicanja betona, Poasonov koeficijent, skupljanje i tečenje betona), potrebno je utvrditi eksperimentalnim ispitivanjima, a samo izuzetno, ako se ne raspolaže sa rezultatima ispitivanja, dozvoljava se korišćenje preporučenih vrijednosti iz pravilnika.
Beton spravljati od cementa, agregata, vode i aditiva atestiranih po važećim standardima i čiste vode.
Beton MB10 se koristi za izvođenje izravnavajućeg sloja ispod temeljne ploče. Ovaj beton se može spravljati na gradilištu. Kategorija betona B.I.
Beton MB30 se koristi za izvođenje svih ploča i greda i svih vertikalnih konstruktivnih elemenata (AB stubova i platana). Kategorija betona B.II
Prilikom ugradnje betona voditi računa o zbijenosti betona u oplati, ne dopustiti pojavu vazdušnih jezgara i segregacije svježe betonske mase.
Oplata se ne smije uklanjati prije vremena propisanog Pravilnikom za beton i armirani beton. Prilikom uklanjanja oplate, voditi računa da ne dođe do lokalnih oštećenja betonskih presjeka.
Broj uzoraka za ispitivanje čvrstoće pri pritisku odrediti prema važećim propisima i standardima.
Vodonepropustljivost
Nema dodatnih zahteva.
Otpornost prema delovanju mraza Nema dodatnih zahtjeva
Projekat betona: Projekat betona treba da sadrži:
- Sastave betonskih mješavina, količine i tehničke uslove za projektovanje klasa betona
- Plan betoniranja, organizaciju i opremu - Način transporta i ugrađivanja betonske mješavine - Način njegovanja ugrađenog betona - Program kontrolnih ispitivanja sastojaka betona - Program kontrole betona, uzimanja uzoraka i ispitivanja betonske
mješavine i očvrslog betona Čelik
Za izvođenje objekta koriste se čelici sledećeg kvaliteta: B500A, B500B i MA500/560. Čelici koji se koriste moraju biti atestirani.
Armaturne mreže i armaturne šipke ne smiju biti korodirane, ukoliko postoje mjesta napadnuta korozijom, prije ugradnje ih je neophodno očistiti. Ukoliko su armaturne mreže ili šipke, zamašćene neophodno ih je prije ugradnje očistiti.
Izvođenje
Prilikom izvođenja objekta obavezno se pridržavati važeće zakonske regulative, propisa i standarda, kao i svega propisanog ovim projektom.
Prije početka izvođenja izvođač je dužan uraditi projekat betona na koji treba dati saglasnost investitor i projektant. Projekat betona između ostalog mora sadržavati sljedeće:
- plan betoniranja, organizaciju, opremu, - sastave betonskim mješavina, - način transporta i ugrađivanja betonskih mješavina - način njegovanja ugrađenog betona, - program kontrole betona, - projekat skele, vrijeme skidanja skele, - plan montaže elemenata.
Izvođenje betonskih radova obuhvata: - Projekat radova - Organizaciju i projekte za izvođenje betonskih radova - Skele i oplate - Armaturu - Ugrađivanje betona - Njegovanje ugrađenog betona - Proizvodnju i ugrađivanje betona u posebnim uslovima
Nakon izvođenja betonskih radova Pravilnikom BAB 87 se predviđa: - Završna ocjena kvaliteta betona u konstrukciji - Naknadno dokazivanje kvaliteta ugrađenog betona - Održavanje objekta
Za sve nejasnoće ili izmjene u projektu konstrukcije konsultovati projektanta
konstrukcije ili nadzornog organa.
Banja Luka Projektant konstrukcije
Februar, 2018. godine. Bojan Bojanić dipl.inž. građ.
STATIČKI PRORAČUN
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
Sadržaj Osnovni podaci o modelu _____________________________________________________________________________________________________________________________ 2 Ulazni podaci
Ulazni podaci - Konstrukcija _________________________________________________________________________________________________________________ 3 Ulazni podaci - Opterećenje ________________________________________________________________________________________________________________ 18
Rezultati
Statički proračun _________________________________________________________________________________________________________________________ 30 Dimenzionisanje (beton) ___________________________________________________________________________________________________________________ 50
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
Osnovni podaci o modelu Datoteka: model2.twp Datum proračuna: 23.2.2018
Način proračuna: 3D model
X Teorija I-og reda X Modalna analiza Stabilnost Teorija II-og reda X Seizmički proračun Faze građenja
Nelinearan proračun
Veličina modela Broj čvorova: 21977 Broj pločastih elemenata: 21643 Broj grednih elemenata: 1964 Broj graničnih elemenata: 16503 Broj osnovnih slučajeva opterećenja: 6 Broj kombinacija opterećenja: 81
Jedinice mera Dužina: m [cm,mm] Sila: kN Temperatura: Celsius
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
Ulazni podaci - Konstrukcija
Šema nivoa
Naziv z [m] h [m]
16.05 1.05 15.00 2.80 12.20 2.80 9.40 2.90 6.50 2.90
3.60 1.00 2.60 2.60 0.00 1.35 -1.35
Tabela materijala
No Naziv materijala E[kN/m2] μ γ[kN/m3] αt[1/C] Em[kN/m2] μm 1 Beton MB 30 3.150e+7 0.20 25.00 1.000e-5 3.150e+7 0.20 2 Drvo - cetinari - masivno 1.000e+7 0.20 5.00 1.000e-5 1.000e+7 0.20
Setovi ploča
No d[m] e[m] Materijal Tip proračuna Ortotropija E2[kN/m2] G[kN/m2] α
<1> 0.400 0.200 1 Tanka ploča Izotropna <2> 0.150 0.075 1 Tanka ploča Izotropna <3> 0.200 0.100 1 Tanka ploča Izotropna
Setovi greda Set: 1 Presek: b/d=20/45, Ofset uključen
3
2
20
45
[cm]
15
T
Mat. A1 A2 A3 I1 I2 I3 1 - Beton MB 30 9.000e-2 7.500e-2 7.500e-2 8.651e-4 3.000e-4 1.519e-3
Set: 2 Presek: b/d=20/65, Ofset uključen
3
2
20
65
[cm]
25
T
Mat. A1 A2 A3 I1 I2 I3 1 - Beton MB 30 1.300e-1 1.083e-1 1.083e-1 1.398e-3 4.333e-4 4.577e-3
Set: 3 Presek: b/d=20/35, Ofset uključen
3
2
20
35
[cm]
10
T
Mat. A1 A2 A3 I1 I2 I3 1 - Beton MB 30 7.000e-2 5.833e-2 5.833e-2 6.003e-4 2.333e-4 7.146e-4
Set: 5 Presek: b/d=20/35, Ofset uključen
3
2
20
35
[cm]
10 T
Mat. A1 A2 A3 I1 I2 I3 1 - Beton MB 30 7.000e-2 5.833e-2 5.833e-2 6.003e-4 2.333e-4 7.146e-4
Set: 6 Presek: b/d=70/20, Ofset uključen
3
2
70
20
[cm]25
T
Mat. A1 A2 A3 I1 I2 I3 1 - Beton MB 30 1.400e-1 1.167e-1 1.167e-1 1.531e-3 5.717e-3 4.667e-4
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
Set: 7 Presek: b/d=60/20, Ofset uključen
3
2
60
20
[cm]20
T
Mat. A1 A2 A3 I1 I2 I3 1 - Beton MB 30 1.200e-1 1.000e-1 1.000e-1 1.264e-3 3.600e-3 4.000e-4
Set: 8 Presek: b/d=20/60, Ofset uključen
3
2
20
60
[cm]
20
T
Mat. A1 A2 A3 I1 I2 I3 1 - Beton MB 30 1.200e-1 1.000e-1 1.000e-1 1.264e-3 4.000e-4 3.600e-3
Set: 9 Presek: b/d=60/20, Ofset uključen
3
2
60
20
[cm]20
T
Mat. A1 A2 A3 I1 I2 I3 1 - Beton MB 30 1.200e-1 1.000e-1 1.000e-1 1.264e-3 3.600e-3 4.000e-4
Set: 10 Presek: b/d=20/60, Ofset uključen
3
2
20
60
[cm]
T
Mat. A1 A2 A3 I1 I2 I3 1 - Beton MB 30 1.200e-1 1.000e-1 1.000e-1 1.264e-3 4.000e-4 3.600e-3
Set: 11 Presek: b/d=20/60, Ofset uključen
3
2
20
60
[cm]
20
T
Mat. A1 A2 A3 I1 I2 I3 1 - Beton MB 30 1.200e-1 1.000e-1 1.000e-1 1.264e-3 4.000e-4 3.600e-3
Set: 12 Presek: b/d=20/40, Fiktivna ekscentričnost
3
2
20
40
[cm]
10
T
Mat. A1 A2 A3 I1 I2 I3 1 - Beton MB 30 8.000e-2 6.667e-2 6.667e-2 7.324e-4 2.667e-4 1.067e-3
Set: 13 Presek: b/d=20/35, Fiktivna ekscentričnost
3
2
20
35
[cm]
10
T
Mat. A1 A2 A3 I1 I2 I3 1 - Beton MB 30 7.000e-2 5.833e-2 5.833e-2 6.003e-4 2.333e-4 7.146e-4
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
Set: 14 Presek: b/d=14/14, Fiktivna ekscentričnost
3
2
14
14
[cm]
T
Mat. A1 A2 A3 I1 I2 I3 2 - Drvo - cetina... 1.960e-2 1.633e-2 1.633e-2 5.410e-5 3.201e-5 3.201e-5
Set: 15 Presek: b/d=14/16, Fiktivna ekscentričnost
3
2
14
16
[cm]
T
Mat. A1 A2 A3 I1 I2 I3 2 - Drvo - cetina... 2.240e-2 1.867e-2 1.867e-2 6.961e-5 3.659e-5 4.779e-5
Setovi površinskih oslonaca
Set K,R1 K,R2 K,R3
1 4.000e+4 4.000e+4 4.000e+4 Krive površi
1. Cilindar
RT
R = 1.700 T = (8.300, 10.600)
Konture ploča
No Konturni čvorovi Sklop Set
1 1412-1991-2736-1907-1412 Nivo: [-1.35 m] 1 2 1-1108-16722-4731-1 Nivo: [0.00 m] 1 (2511-3399-2431-1752-2511) 3 2506-3328-5420~5922~5419-3208-2506 Nivo: [0.00 m] 1 4 3848-4924-7423~7994~7422-4770-3848 Nivo: [2.60 m] 2 5 231-6937-16413-18544-6618-47-231 Nivo: [2.60 m] 2 6 9327-13912-12853-17164-6776-3384-4087-1762- Nivo: [3.60 m] 2 1448-647-810-303-839-693-1598-4462-2552- 5478-9327 7 12034-16487-15455-19082-9228-5201-6078-2912- Nivo: [6.50 m] 2 2379-1048-1272-555-1319-1110-2635-6552-4065- 7720-12034 8 14637-18540-17759-20465-11944-7425-8428- Nivo: [9.40 m] 2 4592-3846-1656-2043-910-2157-1742-4211-8957- 6059-10329-14637 9 17014-20072-19472-21337-14445-9884-11017- Nivo: [12.20 m] 2 6617-5695-2685-3296-1409-3435-2832-6154- 11567-8338-12937-17014
10 1500-9510-21977-17762-1500 Nivo: [15.00 m] 2 (12258-14098-15770-13916-12258)
11 13228-15055-16648-14856-13228 Nivo: [16.05 m] 2 12 7423-5420~5922~5419-7422~7994~7423 Ram: (1. Cilindar) 3 13 14095-9513-12853-13388-12664-13829-14547- Ram: H_1 3 15267-14546-15727-16412-17164-14095
14 16063-11567-14093-18157-16063 Ram: H_1 3 (14051-15121-14568-13513-14051) (15885-16837-16363-15352-15885)
15 10919-6552-8957-13553-10919 Ram: H_1 3 (8920-10008-9453-8382-8920) (10800-11891-11325-10246-10800)
16 13553-8957-11567-16063-13553 Ram: H_1 3 (11522-12590-12048-10965-11522) (13377-14406-13888-12844-13377)
17 14095-16413-18544-16722-14095 Ram: H_1 3 18 9883-8427-6934-4462-6552-10919-9883 Ram: H_1 3 (6499-7445-6956-6031-6499)
19 1108-1967-2354-2044-2559-2914-3327-2915- Ram: H_1 3 3606-4089-6934-6241-6327-4421-1108
20 3328-4924-7423-5420-3328 Ram: H_11 3 21 1835-1049-1864-3386-1835 Ram: H_2 3 22 5202-7991-9429-6374-5202 Ram: H_2 3 23 17107-18971-20581-19317-17107 Ram: H_2 3 24 9887-6847-9229-12491-9887 Ram: H_2 3 25 12113-14716-17547-15191-12113 Ram: H_2 3 26 5206-3075-4813-7428-5206 Ram: H_2 3 27 14716-17107-19317-17547-14716 Ram: H_2 3 28 7428-4813-6847-9887-7428 Ram: H_2 3 29 9429-12113-15191-12572-9429 Ram: H_2 3 30 3386-1864-3075-5206-3386 Ram: H_2 3 31 6374-9429-12572-9230-6374 Ram: H_2 3 32 8043-6554-8961-10684-8043 Ram: H_4 2 33 5740-4471-6554-8043-5740 Ram: H_4 2 34 10684-8961-11571-13262-10684 Ram: H_4 2 35 13262-11571-14098-15770-13262 Ram: H_4 2 36 1991-2511-3399-2736-1991 Ram: H_4 2 37 14098-15055-16648-15770-14098 Ram: H_4 2 38 3399-2511-4471-5740-3399 Ram: H_4 2 39 1412-1752-2431-1907-1412 Ram: H_5 2
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
40 12258-13228-14843-13898-12258 Ram: H_5 2 41 4731-1-47-6618-4731 Ram: H_6 3 42 1-47-231-82-1 Ram: V_1 3 43 1108-82-303-1967-1108 Ram: V_1 3 44 16722-4731-6618-18544-16722 Ram: V_12 3 45 1049-1864-2357-1292-1049 Ram: V_2 3 46 2506-3848-4924-3328-2506 Ram: V_2 3 47 5700-7916-11567-8957-5700 Ram: V_2 3 48 2357-4462-2506-1292-2357 Ram: V_2 3 49 3790-5700-8957-6552-3790 Ram: V_2 3 50 7916-10449-14093-11567-7916 Ram: V_2 3 51 2357-3790-6552-4462-2357 Ram: V_2 3 52 2380-4261-5478-3209-2380 Ram: V_3 3 53 13553-10329-12937-16063-13553 Ram: V_3 3 54 5419-3209-5478-8255-5419 Ram: V_3 3 55 8255-5478-7720-10919-8255 Ram: V_3 3 56 16063-12937-15434-18157-16063 Ram: V_3 3 57 10919-7720-10329-13553-10919 Ram: V_3 3 58 8961-7211-9657-11571-8961 Ram: V_6 2 59 6554-5034-7211-8961-6554 Ram: V_6 2 60 2511-1752-3254-4471-2511 Ram: V_6 2 61 11571-9657-12258-14098-11571 Ram: V_6 2 62 12258-13228-15055-14098-12258 Ram: V_6 2 63 4471-3254-5034-6554-4471 Ram: V_6 2 64 1412-1752-2511-1991-1412 Ram: V_6 2 65 8776-10684-13262-11383-8776 Ram: V_7 2 66 2431-3399-5740-4332-2431 Ram: V_7 2 67 4332-5740-8043-6375-4332 Ram: V_7 2 68 13916-15770-16648-14856-13916 Ram: V_7 2 69 1907-2736-3399-2431-1907 Ram: V_7 2 70 11383-13262-15770-13916-11383 Ram: V_7 2 71 6375-8043-10684-8776-6375 Ram: V_7 2 72 6937-16413-17164-7735-6937 Ram: V_8 3
Konture greda Set 1. b/d=20/45
Oslobađanje uticaja No Čvor I Čvor J Čvor I Čvor J M Ozn. pozicije
M1 M2 M3 N1 T2 T3 M1 M2 M3 N1 T2 T3 1 555 1272 2 555 1319 3 839 1864 4 910 2043 5 910 2157 6 1272 2912 7 1319 3075 8 1319 3231 9 1409 3296 10 1409 3435 11 1864 810 12 2043 4592 13 2157 4813 14 2157 5002 15 2262 5003 16 2262 5205 17 2912 6078 18 3075 1272 19 3231 6552 20 3296 6617 21 3435 6847 22 3435 7084 23 4087 7991 24 4261 1762 25 4261 7991 26 4592 8428 27 4813 2043 28 5002 8957 29 5003 8955 30 5205 9229 31 5205 9512 32 6078 10356 33 6078 10641 34 6309 2912 35 6309 10641 36 6617 11017 37 6847 3296 38 7084 11567 39 7720 6309 40 7991 12853 41 8255 12853 42 8428 13021 43 8428 13305 44 8695 4592 45 8695 13305 46 8955 13554 47 9229 5003 48 9512 14093 49 10329 8695 50 10356 15191 51 10641 12113 52 10641 15455 53 10919 15455 54 11017 15537 55 11017 15803 56 11280 6617 57 11280 15803 58 12937 11280 59 13021 17547 60 13305 14716 61 13305 17759 62 13553 17759 63 13554 17761 64 13554 17968 65 13828 8955 66 13828 17968
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
67 15191 19082 68 15434 13828 69 15455 19082 70 15537 19317 71 15803 17107 72 15803 19472 73 16063 19472 74 17547 20465 75 17759 20465 76 17761 20581 77 17968 18971 78 17968 20693 79 18157 20693 80 19317 21337 81 19472 21337 82 20581 21829 83 20693 21829
Konture greda Set 2. b/d=20/65
Oslobađanje uticaja No Čvor I Čvor J Čvor I Čvor J M Ozn. pozicije
M1 M2 M3 N1 T2 T3 M1 M2 M3 N1 T2 T3 1 3075 3790 2 3254 4332 3 3386 4261 4 4813 5700 5 5034 6375 6 5206 6309 7 6847 7916 8 7211 8776 9 7428 8695 10 9229 10449 11 9657 11383 12 9887 11280 13 12258 13916 14 12491 13828
Konture greda Set 3. b/d=20/35
Oslobađanje uticaja No Čvor I Čvor J Čvor I Čvor J M Ozn. pozicije
M1 M2 M3 N1 T2 T3 M1 M2 M3 N1 T2 T3 1 303 810 2 810 1762 3 1762 4087 4 2354 2914 5 3327 4089 6 4087 7735 7 13388 14547 8 15267 16412
Konture greda Set 5. b/d=20/35
Oslobađanje uticaja No Čvor I Čvor J Čvor I Čvor J M Ozn. pozicije
M1 M2 M3 N1 T2 T3 M1 M2 M3 N1 T2 T3 1 231 685 2 685 1499 3 1499 3493 4 3493 6937
Konture greda Set 6. b/d=70/20
Oslobađanje uticaja No Čvor I Čvor J Čvor I Čvor J M Ozn. pozicije
M1 M2 M3 N1 T2 T3 M1 M2 M3 N1 T2 T3 1 7991 5202 2 10641 7991 3 13305 10641 4 15803 13305 5 17968 15803
Konture greda Set 7. b/d=60/20
Oslobađanje uticaja No Čvor I Čvor J Čvor I Čvor J M Ozn. pozicije
M1 M2 M3 N1 T2 T3 M1 M2 M3 N1 T2 T3 1 4261 2380 2 6309 4261 3 8695 6309 4 11280 8695 5 13828 11280
Konture greda Set 8. b/d=20/60
Oslobađanje uticaja No Čvor I Čvor J Čvor I Čvor J M Ozn. pozicije
M1 M2 M3 N1 T2 T3 M1 M2 M3 N1 T2 T3 1 19082 17164 2 20465 19082 3 21337 20465 4 21829 21337
Konture greda Set 9. b/d=60/20
Oslobađanje uticaja No Čvor I Čvor J Čvor I Čvor J M Ozn. pozicije
M1 M2 M3 N1 T2 T3 M1 M2 M3 N1 T2 T3 1 3231 1967 2 5002 3231 3 7084 5002 4 9512 7084 5 15455 12853 6 17759 15455 7 19472 17759 8 20693 19472
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
Konture greda Set 10. b/d=20/60
Oslobađanje uticaja No Čvor I Čvor J Čvor I Čvor J M Ozn. pozicije
M1 M2 M3 N1 T2 T3 M1 M2 M3 N1 T2 T3 1 1319 839 2 2157 1319 3 3435 2157 4 5205 3435
Konture greda Set 11. b/d=20/60
Oslobađanje uticaja No Čvor I Čvor J Čvor I Čvor J M Ozn. pozicije
M1 M2 M3 N1 T2 T3 M1 M2 M3 N1 T2 T3 1 555 303 2 685 414 3 810 685 4 910 555 5 1272 810 6 1409 910 7 1499 1005 8 1762 1499 9 2043 1272 10 2262 1409 11 2912 1762 12 3296 2043 13 3493 2261 14 4087 3493 15 4592 2912 16 5003 3296 17 6078 4087 18 6617 4592 19 6937 5004 20 7735 6937 21 8428 6078 22 8955 6617 23 10356 7735 24 11017 8428 25 13021 10356 26 13554 11017 27 15537 13021 28 17761 15537
Konture greda Set 12. b/d=20/40
Oslobađanje uticaja No Čvor I Čvor J Čvor I Čvor J M Ozn. pozicije
M1 M2 M3 N1 T2 T3 M1 M2 M3 N1 T2 T3 1 7483 5419 2 9883 7483
Konture greda Set 13. b/d=20/35
Oslobađanje uticaja No Čvor I Čvor J Čvor I Čvor J M Ozn. pozicije
M1 M2 M3 N1 T2 T3 M1 M2 M3 N1 T2 T3 1 6241 7483
Konture greda Set 14. b/d=14/14
Oslobađanje uticaja No Čvor I Čvor J Čvor I Čvor J M Ozn. pozicije
M1 M2 M3 N1 T2 T3 M1 M2 M3 N1 T2 T3 1 5447 4566 O O O O 2 7739 6726 O O O O 3 7979 6957 O O O O 4 10427 9264 O O O O 5 10888 9733 O O O O 6 11843 9516 O O O O 7 13406 12282 O O O O 8 13641 12527 O O O O 9 14715 12491 O O O O 10 16262 15150 O O O O 11 16461 15395 O O O O 12 17240 15188 O O O O 13 18433 17578 O O O O 14 18748 17937 O O O O 15 19315 17758 O O O O 16 20149 19565 O O O O 17 20275 19702 O O O O 18 21259 20907 O O O O
Konture greda Set 15. b/d=14/16
Oslobađanje uticaja No Čvor I Čvor J Čvor I Čvor J M Ozn. pozicije
M1 M2 M3 N1 T2 T3 M1 M2 M3 N1 T2 T3 1 1633 9022 2 1633 11843 3 5447 18748 O O O O 4 9022 21967 5 10427 5447 O O O O 6 11843 9022 7 11843 19315 8 18114 1633 9 18114 19315 10 18748 21259 O O O O 11 19315 21967 12 21259 10427 13 21967 18114
Konture površinskih oslonaca
No Konturni čvorovi Sklop Set 1 1412-1991-2736-1907-1412 Nivo: [-1.35 m] 1 2 2506-3328-5420~5922~5419-3208-2506 Nivo: [0.00 m] 1 3 1-1108-16722-4731-1 Nivo: [0.00 m] 1 (1490-2510-3995-2432-1490)
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
Izometrija (Top)
d = 0.15 m
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Nivo: [16.05 m]
d = 0.15 m
{15}
{15}
{15}
{15}
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Nivo: [15.00 m]
d = 0.15 m{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Nivo: [12.20 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
31
3
1
3
1
3
1
3
1
3
13
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
1
3
1
3
1
3
1
3
13
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Nivo: [9.40 m]
d = 0.15 m{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Nivo: [6.50 m]
d = 0.15 m
{3}{3}{3}{3}
{2}
{1}
{1}
{1}
{1}
{1}
{1}
{1}
{2}
{3} {3} {3} {3}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Nivo: [3.60 m]
d = 0.15 m
d = 0.15 m
{5}{5}{5}{5}1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Nivo: [2.60 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.40 m
d = 0.40 m
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Nivo: [0.00 m]
d = 0.40 m
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Nivo: [-1.35 m]
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10 K_1
H_11
V_11
H_10
V_10
H_9
H_8
V_9
H_7
V_8
H_5V_6
H_4
V_7
H_6
V_12V_5
V_4
V_3V_2
V_1
H_3
H_2
H_1
Dispozicija ramova
d = 0.20 m
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 1.35
1 2.60
2 0.20
3 0.80
4 2.90
5 2.90
6 2.80
7 1.25
8 0.80 9 0.40 10 0.35 11 1.05
12 1.45
13
Ram: H_6
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 1.35
1 2.60
2 0.20
3 0.80 4
2.90
5 2.90
6 2.80
7 1.25
8 0.80 9 0.40 10
0.35 11 1.05
12 1.45
13
Ram: H_7
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{1} {1} {1} {1}
{1} {1} {1} {1}
{1} {1} {1} {1}
{1} {1} {1} {1}
{3} {3} {3} {3}{5}{5}{5}{5}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 1.35
1 2.60
2 0.20
3 0.80 4
2.90
5 2.90
6 2.80
7 1.25
8 0.80 9 0.40 10
0.35 11 1.05
12 1.45
13
Ram: H_3
{14}
{14}
{14}
{14}
{14}
{14} {15}
1
2
1
2
1
2
1
2
1
2
1
21
2
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 1.35
1 2.60
2 0.20
3 0.80 4
2.90
5 2.90
6 2.80
7 1.25
8 0.80 9 0.40 10
0.35 11 1.05
12 1.45
13
Ram: H_9
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
{14}
{14}
{14}
{14}{15}
{14}
{14}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1}{2}
12
1
2
1
2
1
2
1
2
1
2
1
2
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 1.35
1 2.60
2 0.20
3 0.80 4
2.90
5 2.90
6 2.80
7 1.25
8 0.80 9 0.40 10 0.35 11 1.05
12 1.45
13
Ram: H_2
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m
d = 0.15 m
{2}
{2}
{2}
{2}
{2}
1
2
1
21
2
1
2
1
2
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 1.35
1 2.60
2 0.20
3 0.80 4
2.90
5 2.90
6 2.80
7 1.25
8 0.80 9 0.40 10
0.35 11 1.05
12 1.45
13
Ram: H_5
{14}
{14}
{14}
{14}
{14}
{14} {15}
1
2
1
2
1
2
1
2
1
2
1
21
2
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 1.35
1 2.60
2 0.20
3 0.80 4
2.90
5 2.90
6 2.80
7 1.25
8 0.80 9 0.40 10
0.35 11 1.05
12 1.45
13
Ram: H_10
d = 0.15 m
d = 0.15 md = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 1.35
1 2.60
2 0.20
3 0.80 4
2.90
5 2.90
6 2.80
7 1.25
8 0.80 9 0.40 10
0.35 11 1.05
12 1.45
13
Ram: H_4
d = 0.
20 m
d = 0.20 m
d = 0.20 m
d = 0
.20 m
d = 0.20 m
d = 0
.20 m
d = 0.20 m
{13}
{12}
{12}
{3}{3}{3}{3}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{1}{1} {1}
{1}{1} {1}
{1}{1} {1}
{1}{1} {1}
{1}1
2
1
2
1
21
2
1
2
1
2
1
2
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 1.35
1 2.60
2 0.20
3 0.80 4
2.90
5 2.90
6 2.80
7 1.25
8 0.80 9 0.40 10
0.35 11 1.05
12 1.45
13
Ram: H_1
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 1.35
1 2.60
2 0.20
3 0.80 4
2.90
5 2.90
6 2.80
7 1.25
8 0.80 9 0.40 10
0.35 11 1.05
12 1.45
13
Ram: H_8
d = 0.20 m
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 1.35
1 2.60
2 0.20
3 0.80
4 2.90
5 2.90
6 2.80
7 1.25
8 0.80 9 0.40 10 0.35 11 1.05
12 1.45
13
Ram: H_11
{15}1
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Ram: V_9
d = 0.
20 m
d = 0.20 m
{11}
{10}
{9}
{11}
{10}
{9}
{11}
{10}
{9}
{11}
{10}
{9}
{1} {1}
{1} {1}
{1} {1}
{1} {1}
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
12
1
2
1
2
1
2
1
2
1
2
1
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Ram: V_1
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
{14}
{14}
{14} {15}
1
3
1
3
1
31
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Ram: V_11
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
{11}
{11}
{11}
{11}
{11}
{11}
{1} {2}
{1} {2}
{1} {2}
{1} {2}
{1}
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Ram: V_2
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.
15 m
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20 3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Ram: V_6
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.
15 m
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20 3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Ram: V_7
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
{12}
{12}
{7}
{11}
{7}
{11}
{7}
{11}
{7}
{11}
{7}
{11}
{11}
{1}{1}
{1}{1}
{1}{1}
{1}{1}
{1}
1
3
1
3
1
2
1
2
1
2
1
2
1
21
2
1
2
1
2
1
21
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20 3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Ram: V_3
{6}
{11}
{9}
{6}
{11}
{9}
{6}
{11}
{9}
{6}
{11}
{9}
{6}
{11}
{11}
{1} {1}
{1} {1}
{1} {1}
{1} {1}
{1} {1}
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
21
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Ram: V_4
{14}
{14}
{14} {15}
1
3
1
3
1
31
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Ram: V_10
d = 0.20 m
{11}
{8}
{11}
{8}
{11}
{8}
{11}
{8}
{11}
{11}
{1} {1}
{1} {1}
{1} {1}
{1} {1}
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
12
1
2
1
2
1
2
1
2
1
2
1
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Ram: V_8
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
{15}1
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Ram: V_5
d = 0.20 m
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Ram: V_12
Izometrija (Left)
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
Ulazni podaci - Opterećenje
Lista slučajeva opterećenja
No Naziv
1 stalno (g) 2 korisno 3 snijeg 4 pritisak tla 5 Sx 6 Sy 7 Komb.: 1.6xI+ +1.8xII+1.8xIII+1.6xIV 8 Komb.: 1.6xI+ +1.8xII+1.8xIII+IV 9 Komb.: I+1.8xII+1.8xIII+1 .6xIV
10 Komb.: 1.3xI+0.65xII+1.3xIII+ +1.3xIV+1.3xVI
11 Komb.: 1.3xI+0.65xII+1.3xIII+ +1.3xIV-1.3xVI
12 Komb.: 1.3xI+0.65xII+1.3xIII+ +1.3xIV-1.3xV
13 Komb.: 1.3xI+0.65xII+1.3xIII+ +1.3xIV+1.3xV
14 Komb.: I+1.8xII+1.8xIII+IV 15 Komb.: 1.3xI+0.65xII+1.3xIII+
+IV-1.3xVI 16 Komb.: I+0.65xII+1.3xIII+
+1.3xIV+1.3xVI 17 Komb.: 1.3xI+0.65xII+1.3xIII+
+IV+1.3xV 18 Komb.: 1.3xI+0.65xII+1.3xIII+
+IV-1.3xV 19 Komb.: I+0.65xII+1.3xIII+
+1.3xIV+1.3xV 20 Komb.: I+0.65xII+1.3xIII+
+1.3xIV-1.3xVI 21 Komb.: 1.3xI+0.65xII+1.3xIII+
+IV+1.3xVI 22 Komb.: I+0.65xII+1.3xIII+
+1.3xIV-1.3xV 23 Komb.: I+0.65xII+1.3xIII+
+IV+1.3xV 24 Komb.: I+0.65xII+1.3xIII+IV-
-1.3xV 25 Komb.: I+0.65xII+1.3xIII+IV-
-1.3xVI 26 Komb.: I+0.65xII+1.3xIII+
+IV+1.3xVI 27 Komb.: 1.3xI+1.3xIII+1.3x
IV-1.3xV 28 Komb.: 1.3xI+1.3xIII+1.3xIV+
+1.3xVI 29 Komb.: 1.3xI+1.3xIII+1.3x
IV-1.3xVI 30 Komb.: 1.3xI+1.3xIII+1.3xIV+
+1.3xV 31 Komb.: 1.6xI+1.8xII+1.6xIV 32 Komb.: 1.6xI+1.8xIII+1.6xIV 33 Komb.: 1.3xI+1.3xIII+IV+
+1.3xV 34 Komb.: 1.3xI+1.3xIII+IV-1
.3xVI 35 Komb.: 1.3xI+1.3xIII+IV-1
.3xV 36 Komb.: 1.3xI+1.3xIII+IV+
+1.3xVI 37 Komb.: I+1.3xIII+1.3xIV-1
.3xV 38 Komb.: I+1.3xIII+1.3xIV+
+1.3xV 39 Komb.: I+1.3xIII+1.3xIV-1
.3xVI 40 Komb.: I+1.3xIII+1.3xIV+
+1.3xVI 41 Komb.: I+1.3xIII+IV+1.3xV 42 Komb.: I+1.3xIII+IV-1.3xV 43 Komb.: I+1.3xIII+IV-1.3xVI 44 Komb.: I+1.3xIII+IV+1.3xVI 45 Komb.: 1.3xI+0.65xII+
+1.3xIV+1.3xV 46 Komb.: 1.3xI+0.65xII+
+1.3xIV-1.3xV 47 Komb.: 1.3xI+0.65xII+1.3xIV+
+1.3xVI 48 Komb.: 1.3xI+0.65xII+1.3x
IV-1.3xVI 49 Komb.: I+1.8xIII+1.6xIV 50 Komb.: I+1.8xII+1.6xIV 51 Komb.: 1.6xI+1.8xII+IV 52 Komb.: 1.6xI+1.8xIII+IV 53 Komb.: I+0.65xII+1.3xIV-
-1.3xV 54 Komb.: 1.3xI+0.65xII+IV-1
.3xVI 55 Komb.: I+0.65xII+1.3xIV-1
.3xVI 56 Komb.: I+0.65xII+1.3xIV+
+1.3xVI 57 Komb.: 1.3xI+0.65xII+IV+
+1.3xVI 58 Komb.: 1.3xI+0.65xII+IV-
-1.3xV 59 Komb.: 1.3xI+0.65xII+
+IV+1.3xV 60 Komb.: I+0.65xII+
+1.3xIV+1.3xV 61 Komb.: I+0.65xII+IV+1.3xV 62 Komb.: I+0.65xII+IV-1.3xV 63 Komb.: I+0.65xII+IV-1.3xVI 64 Komb.: I+0.65xII+IV+1.3xVI 65 Komb.: 1.3xI+1.3xIV-1.3xVI 66 Komb.: 1.3xI+1.3xIV-1.3xV 67 Komb.: 1.3xI+1.3xIV+1.3xVI 68 Komb.: 1.3xI+1.3xIV+1.3xV 69 Komb.: I+1.8xIII+IV 70 Komb.: I+1.8xII+IV 71 Komb.: I+1.3xIV-1.3xV 72 Komb.: I+1.3xIV+1.3xV 73 Komb.: I+1.3xIV+1.3xVI 74 Komb.: 1.3xI+IV+1.3xV 75 Komb.: 1.3xI+IV-1.3xVI 76 Komb.: 1.3xI+IV+1.3xVI 77 Komb.: 1.3xI+IV-1.3xV 78 Komb.: I+1.3xIV-1.3xVI 79 Komb.: I+IV-1.3xVI 80 Komb.: I+IV+1.3xVI 81 Komb.: I+IV+1.3xV 82 Komb.: I+IV-1.3xV 83 Komb.: 1.6xI+1.6xIV 84 Komb.: I+1.6xIV 85 Komb.: 1.6xI+IV 86 Komb.: I+IV 87 Komb.: I+II+III
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m
{15}
{15}
{15}
{15}
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
31
3
1
3
1
3
1
3
1
3
13
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
1
3
1
3
1
3
1
3
13
1
3
p=-1.64
p=-1.64
p=-1.64
p=-1.64
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 1: stalno (g)
Nivo: [15.00 m]
d = 0.15 m
q = -2.50
q = -2.50
q = -2.50 q = -2.50
q = -2.50
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
p=-10.50p=-10.50
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 1: stalno (g)
Nivo: [12.20 m]
d = 0.15 m
q = -2.50
q = -2.50
q = -2.50 q = -2.50
q = -2.50
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
p=-10.50p=-10.50
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 1: stalno (g)
Nivo: [9.40 m]
d = 0.15 m
q = -2.50
q = -2.50
q = -2.50 q = -2.50
q = -2.50
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
p=-10.50p=-10.50
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 1: stalno (g)
Nivo: [6.50 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m
q = -2.50
q = -2.50
q = -2.50 q = -2.50
q = -2.50
{3}{3}{3}{3}
{2}
{1}
{1}
{1}
{1}
{1}
{1}
{1}
{2}
{3} {3} {3} {3}
1
3
1
3
1
3
13
1
31
3
1
3
1
3
1
3
13
1
3
1
3
1
3
1
3
1
3
13
1
3
p=-10.50p=-10.50
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 1: stalno (g)
Nivo: [3.60 m]
d = 0.15 m
d = 0.15 m
q = -1.00
q = -1.00
{5}{5}{5}{5}1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 1: stalno (g)
Nivo: [2.60 m]
d = 0.40 m
d = 0.40 m
q = -1.50
q = -1.50
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 1: stalno (g)
Nivo: [0.00 m]
{14}
{14}
{14}
{14}
{14}
{14} {15}
1
2
1
2
1
2
1
21
2
1
21
2
p=0.61
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 1.35
1 2.60
2 0.20
3 0.80 4
2.90
5 2.90
6 2.80
7 1.25
8 0.80 9 0.40 10
0.35 11 1.05
12 1.45
13
Opt. 1: stalno (g)
Ram: H_9
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
{14}
{14}
{14}
{14}{15}
{14}
{14}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1}{2}
1
21
2
1
2
1
2
1
2
1
2
1
2
1
3
1
3
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
12
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
12
1
2
p=0.66 0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 1.35
1 2.60
2 0.20
3 0.80 4
2.90
5 2.90
6 2.80
7 1.25
8 0.80 9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 1: stalno (g)
Ram: H_2
d = 0.15 m
d = 0.15 m
{2}
{2}
{2}
{2}
{2}
1
2
1
2
1
2
1
2
1
2
p=10.50
p=10.50
p=10.50
p=10.50
p=10.50p=10.50
p=10.50 p=10.50
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 1.35
1 2.60
2 0.20
3 0.80 4
2.90
5 2.90
6 2.80
7 1.25
8 0.80 9 0.40 10
0.35 11 1.05
12 1.45
13
Opt. 1: stalno (g)
Ram: H_5
{14}
{14}
{14}
{14}
{14}
{14} {15}
1
2
1
2
1
2
1
2
1
2
1
21
2
p=0.61
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 1.35
1 2.60
2 0.20
3 0.80 4
2.90
5 2.90
6 2.80
7 1.25
8 0.80 9 0.40 10
0.35 11 1.05
12 1.45
13
Opt. 1: stalno (g)
Ram: H_10
d = 0.
20 m
d = 0.20 m
d = 0.20 m
d = 0
.20 m
d = 0.20 m
d = 0
.20 m
d = 0.20 m
{13}
{12}
{12}
{3}{3}{3}{3}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{1}{1} {1}
{1}{1} {1}
{1}{1} {1}
{1}{1} {1}
{1}1
2
1
2
1
21
2
1
2
1
2
1
2
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
p=10.50
p=10.50
p=10.50
p=10.50
p=10.50
p=10.50
p=10.50
p=10.50
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 1.35
1 2.60
2 0.20
3 0.80 4
2.90
5 2.90
6 2.80
7 1.25
8 0.80 9 0.40 10
0.35 11 1.05
12 1.45
13
Opt. 1: stalno (g)
Ram: H_1
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
{15}1
2
p=1.64
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 1: stalno (g)
Ram: V_9
{14}
{14}
{14} {15}
1
3
1
3
1
31
2
p=0.48
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 1: stalno (g)
Ram: V_11
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
{11}
{11}
{11}
{11}
{11}
{11}
{1} {2}
{1} {2}
{1} {2}
{1} {2}
{1}
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
p=10.50
p=10.50
p=10.50
p=10.50
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 1: stalno (g)
Ram: V_2
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
{12}
{12}
{7}
{11}
{7}
{11}
{7}
{11}
{7}
{11}
{7}
{11}
{11}
{1}{1}
{1}{1}
{1}{1}
{1}{1}
{1}
1
3
1
3
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
21
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
p=10.50
p=10.50
p=10.50
p=10.50
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20 3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 1: stalno (g)
Ram: V_3
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
{14}
{14}
{14} {15}
1
3
1
3
1
31
2
p=0.48
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 1: stalno (g)
Ram: V_10
{15}1
2
p=1.64
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 1: stalno (g)
Ram: V_5
Opt. 1: stalno (g)
Izometrija
d = 0.15 m
q = -0.70
{15}
{15}
{15}
{15}
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 2: korisno
Nivo: [15.00 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m
q = -2.00
q = -1.50
q = -2.00q = -2.00
q = -2.00
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
31
3
1
3
1
3
1
3
1
3
13
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
1
3
1
3
1
3
1
3
13
1
3
p=-4.40p=-4.40
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 2: korisno
Nivo: [12.20 m]
d = 0.15 m
q = -2.00
q = -1.50
q = -2.00q = -2.00
q = -2.00
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
p=-4.40 p=-4.40
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 2: korisno
Nivo: [9.40 m]
d = 0.15 m
q = -2.00
q = -1.50
q = -2.00
q = -2.00
q = -2.00
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
p=-4.40p=-4.40
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 2: korisno
Nivo: [6.50 m]
d = 0.15 m
q = -2.00
q = -1.50
q = -2.00q = -2.00
q = -2.00
{3}{3}{3}{3}
{2}
{1}
{1}
{1}
{1}
{1}
{1}
{1}
{2}
{3} {3} {3} {3}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
p=-4.40 p=-4.40
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 2: korisno
Nivo: [3.60 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m
d = 0.15 m
q = -1.50
{5}{5}{5}{5}1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 2: korisno
Nivo: [2.60 m]
d = 0.40 m
d = 0.40 m
q = -2.50
q = -2.50
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 2: korisno
Nivo: [0.00 m]
d = 0.15 m
d = 0.15 m
{2}
{2}
{2}
{2}
{2}
1
2
1
2
1
2
1
2
1
2
p=4.40
p=4.40
p=4.40
p=4.40
p=4.40p=4.40
p=4.40 p=4.40
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 1.35
1 2.60
2 0.20
3 0.80 4
2.90
5 2.90
6 2.80
7 1.25
8 0.80 9 0.40 10
0.35 11 1.05
12 1.45
13
Opt. 2: korisno
Ram: H_5
d = 0.
20 m
d = 0.20 m
d = 0.20 m
d = 0
.20 m
d = 0.20 m
d = 0
.20 m
d = 0.20 m
{13}
{12}
{12}
{3}{3}{3}{3}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{1}{1} {1}
{1}{1} {1}
{1}{1} {1}
{1}{1} {1}
{1}1
2
1
2
1
21
2
1
2
1
2
1
2
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
p=4.40
p=4.40
p=4.40
p=4.40
p=4.40
p=4.40
p=4.40
p=4.40
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 1.35
1 2.60
2 0.20
3 0.80 4
2.90
5 2.90
6 2.80
7 1.25
8 0.80 9 0.40 10
0.35 11 1.05
12 1.45
13
Opt. 2: korisno
Ram: H_1
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
{11}
{11}
{11}
{11}
{11}
{11}
{1} {2}
{1} {2}
{1} {2}
{1} {2}
{1}
1
2
1
2
12
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
p=4.40
p=4.40
p=4.40
p=4.40
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 2: korisno
Ram: V_2
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
{12}
{12}
{7}
{11}
{7}
{11}
{7}
{11}
{7}
{11}
{7}
{11}
{11}
{1}{1}
{1}{1}
{1}{1}
{1}{1}
{1}
1
3
1
3
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
21
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
p=4.40
p=4.40
p=4.40
p=4.40
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20 3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 2: korisno
Ram: V_3
d = 0.15 m
{15}
{15}
{15}
{15}
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
p=-1.33
p=-1.19
p=-1.33
p=-1.19
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 3: snijeg
Nivo: [15.00 m]
d = 0.15 m
d = 0.15 m
q = -1.00
q = -1.00
{5}{5}{5}{5}1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 3: snijeg
Nivo: [2.60 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
{14}
{14}
{14}
{14}
{14}
{14} {15}
1
2
1
2
1
2
1
2
1
21
21
2
p=2.76 0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 1.35
1 2.60
2 0.20
3 0.80 4
2.90
5 2.90
6 2.80
7 1.25
8 0.80 9 0.40 10
0.35 11 1.05
12 1.45
13
Opt. 3: snijeg
Ram: H_9
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
{14}
{14}
{14}
{14}{15}
{14}
{14}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1}{2}
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
p=3.00
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 1.35
1 2.60
2 0.20
3 0.80 4
2.90
5 2.90
6 2.80
7 1.25
8 0.80 9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 3: snijeg
Ram: H_2
{14}
{14}
{14}
{14}
{14}
{14} {15}
1
2
1
2
1
2
1
2
1
2
1
21
2
p=2.76
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 1.35
1 2.60
2 0.20
3 0.80 4
2.90
5 2.90
6 2.80
7 1.25
8 0.80 9 0.40 10
0.35 11 1.05
12 1.45
13
Opt. 3: snijeg
Ram: H_10
{15}1
2
p=1.19
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 3: snijeg
Ram: V_9
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
{14}
{14}
{14} {15}
1
3
1
3
1
31
2p=2.19
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 3: snijeg
Ram: V_11
{14}
{14}
{14} {15}
1
3
1
3
1
31
2p=2.19
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 3: snijeg
Ram: V_10
{15}1
2
p=1.19
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 3: snijeg
Ram: V_5
Opt. 3: snijeg
Izometrija
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.20 m
q = -26.00
q = -0.00 q = -0.00
q = -26.00
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 1.35
1 2.60
2 0.20
3 0.80
4 2.90
5 2.90
6 2.80
7 1.25
8 0.80 9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 4: pritisak tla
Ram: H_6
d = 0.
20 m
d = 0.20 m
d = 0.20 m
d = 0
.20 m
d = 0.20 m
d = 0
.20 m
d = 0.20 m
q = 26.00
q = -0.00q = -0.00
q = 26.00q = 26.00
q = -0.00q = -0.00
q = 26.00
{13}
{12}
{12}
{3}{3}{3}{3}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{1}{1} {1}
{1}{1} {1}
{1}{1} {1}
{1}{1} {1}
{1}1
2
1
2
1
21
2
1
2
1
2
1
2
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10
0 1.35
1 2.60
2 0.20
3 0.80 4
2.90
5 2.90
6 2.80
7 1.25
8 0.80 9 0.40 10
0.35 11 1.05
12 1.45
13
Opt. 4: pritisak tla
Ram: H_1
d = 0.
20 m
d = 0.20 m
q = 26.00
q = -0.00 q = -0.00
q = 26.00
{11}
{10}
{9}
{11}
{10}
{9}
{11}
{10}
{9}
{11}
{10}
{9}
{1} {1}
{1} {1}
{1} {1}
{1} {1}
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 4: pritisak tla
Ram: V_1
d = 0.20 m
q = -26.00
q = -0.00 q = -0.00
q = -26.00
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 4: pritisak tla
Ram: V_12
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
Statički proračun
d = 0.40 m5.12
0.00
0.73
1.47
0.000.73
1.47
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u ploči: max Mx= 5.12 / min Mx= 0.00 kNm/m Nivo: [-1.35 m]
d = 0.40 m
3.44
3.780.000.541.08
0.000.54 1.08
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u ploči: max My= 3.78 / min My= 0.00 kNm/m Nivo: [-1.35 m]
d = 0.40 m
d = 0.40 m
336.03
291.73305.65 298.50
0.00
0.00 0.00
48.00
48.00
48.00
96.01
144.01288.03
96.01
144.01 96.01
144.01
48.0096.01
0.0048.00
96.0148.00
96.01
144.01192.02 144.01192.02
144.01192.02240.02 192.02
0.00
48.00
48.00
0.0048.00
0.00
0.00 0.00
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u ploči: max My= 336.03 / min My= 0.00 kNm/m Nivo: [0.00 m]
d = 0.40 m
d = 0.40 m
266.82
283.74291.90 289.15
265.46
0.00
0.00 0.00
0.00
41.70
41.70
41.70
41.70
83.40
125.10
83.40
83.40
125.10
208.51
125.10
83.40
166.81
0.00
41.70
41.70
41.70
83.40
41.70
83.40
125.10
83. 40
125.10
166.81
125.10
166.81
83.401
66.81
208.51
41.70 41.70
41.70 41.70
41.70
166.81 83.40
208.51
0.00
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u ploči: max Mx= 291.90 / min Mx= 0.00 kNm/m Nivo: [0.00 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m
d = 0.15 m
18.94
0.00
0.00
0.00
2.71
2.715.41
5.41 5.41
8.12
8.12
8.12
0.005.41
8.120.002.71
0.000.00 0.000.
00
{5}{5}{5}{5}1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u ploči: max Mx= 18.94 / min Mx= 0.00 kNm/m Nivo: [2.60 m]
d = 0.15 m
d = 0.15 m
16.84 14.76
0.000.00 0.002.414.817.22
4.812.419.63 7.22 2.41
9.63 2.414.81 7.22 2.41 2.
41
2.41
0.00
2.41
0.002.41
4.810.00
4.812.41
2.41
0.00
{5}{5}{5}{5}1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u ploči: max My= 16.84 / min My= 0.00 kNm/m Nivo: [2.60 m]
d = 0.15 m
25.76
24.42
0.00 0.000.00
0.00
7.36
0.00
0.00 0.00 0.000.00
3.68
0.00
3.687.36 3.687
.36
7.36
0.00
3.687.36
3.68
0.00
3.68
3.68
0.00
7.36
7.36
3.68
3.68
0.00
7.36
0.00 7.360.00
0.000.00
3.68
0.00 0.00
{3}{3}{3}{3}
{2}
{1}
{1}
{1}
{1}
{1}
{1}
{1}
{2}
{3} {3} {3} {3}
1
3
1
3
1
3
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u ploči: max My= 25.76 / min My= 0.00 kNm/m Nivo: [3.60 m]
d = 0.15 m
11.28 9.78
1.61
3.22
0.00 4.83 1.61
0.00
1.61
3.22
0.00
4.8 3
0.00
6.45
3.22
4.83
6.45
0.00
1.61
0.00
1.61
3.22
4.83
6.45
1.61
3.22
0.00
1.61
8.06
6.45 6.45
0.00
9.67
8.06
8.06
8.06
9.67
3.22
1.61 3
.22
0.00 4.831.
61 0.00
0.00
6.45
1.61
4.83
0.00
8.06
3.22
6.45
3.22
4.83
4.83
8.06
6.45
0.00
1.610.00
0.00
1.61
1.61
0.00
0.000.00
6.45
4.83
3.22 0.00
1.61
{3}{3}{3}{3}
{2}
{1}
{1}
{1}
{1}
{1}
{1}
{1}
{2}
{3} {3} {3} {3}
13
1
3
1
3
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u ploči: max Mx= 11.28 / min Mx= 0.00 kNm/m Nivo: [3.60 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m10.76
11.77
10.36
0.00 1.68
1.68
0.00
1.68 3.37
1.683.37
0.00
5.05
0.00
0.00
1.68
3.37
5.05
3.37
1.68
1.68
3.37
1.68
6.73
5.05 5.05
6.73
8.41
10.10
6.73
8.41
0.00
6.73
8.41
3.37
5.051.68
1.68
0.003.37 3.
37
0.00
1.68 0.003.37 5
.05
3.37
0.000.00
0.00
3.37
5.05 1.68
5.05
6.73
3.37
3.37
6.73 3.37
1.68
8.41
1.68
5.05
0.00
10.10
8.41
6.730.00
8.41
0.00 0
.00
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u ploči: max Mx= 11.77 / min Mx= 0.00 kNm/m Nivo: [6.50 m]
d = 0.15 m
13.8913.47
0.00 0.00 0.00 0.00
0.00 0.001.990.00 0.00 0.003.97
5.96
5.96
5.967.94 5.96
7.94 7.949.93
7.94
1.99
1.99
0.00
0.00 3.97
0.00 1.991.99
1.99
1.99 3.975.96
3.97
3.97
3.97
0.00
7.94
9.93
9.93 1.997.94
5.96
5.96
1.99
0.00
5.967.94
7.94 9.
93
0.000.000.00 1.99
0.000.00
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u ploči: max My= 13.89 / min My= 0.00 kNm/m Nivo: [6.50 m]
d = 0.15 m
14.3513.71
0.000.00 0.00 0.00 0.00
0.002.050.00 0.00 0.004.10
6.15
8.21
6.15 6.15
6.15
8.21
8.21
10.26 8.21
2.05
0.00
0.00 0.000.00 2.05
2.052.054.10 4.106.15
4.10
4.10
0.00
8.21
10.26 12.312.056.15
4.10
6.15
6.15
2.05
0.00
6.158.214.10
10.26
0.000.002.05
0.000.00
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u ploči: max My= 14.35 / min My= 0.00 kNm/m Nivo: [9.40 m]
d = 0.15 m
10.35
11.74
0.00 1.68
1.68 0.00
1.68
3.36
1.683.36
0.00
5.04
0.00
0.00
1.68
3.36
5.04
3.36
1.68
1.68
3.36
1.68 0.00
6.71
5.04 5.04
6.718.39
10.07
6.71
6.71 8
.39
8.39
3.36
1.68
1.68
3.36
0.00
5.043.36
5.04
3.36 3.36
0.000.00
1.68
0.00
3.36
5.04
1.68
6.71
3.3 6
3.36
6.71 3.36
8.39
1.68
5.04 0.00
10.07
8.39 6.7 18.39
0.00
0.00
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
1
3
1
3
13
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u ploči: max Mx= 11.74 / min Mx= 0.00 kNm/m Nivo: [9.40 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m
10.45
11.84
0.00
1.69
1.69 0.00
1.69
3.38
1.693.38
0.00
5.07 0.00
0.00
1.69
3.38
5.0 7
3.38
1.69
0.00
1.69
3.38 1.69
6.77
5.07 5.0 7
6.778.46
6.77
10.15
6.77
8.46
8.46
0.00
1.69
1.69
3.380.00
1.69 3.
383.38
3.38
5.07
0.00
0.00
1.69
0.00 3.38
6.77
0.00
0.00
1.69
3.38 6.77 3.38
8.46 3.38
5.07
0.00
0.00
10.15
8.46 6.77
8.46
0.00
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u ploči: max Mx= 11.84 / min Mx= 0.00 kNm/m Nivo: [12.20 m]
d = 0.15 m
11.50
11.51
11.5013.01
0.00 0.00 0.00
0.001.860.00 0.00 0.00
3.72
5.58 5.58
7.43 5.58 7.43 5.58
9.29
7.43 7.439.29
3.721.86
0.000.00
0.000.000.00
1.863.720.00 1.863.
72 3.725.58
3.721.86
0.00
7.43
9.299.29 1.86 3.72
5.58
5.58
5.58
1.863.72
5.58
7.43
9.297.43
0.00 11.1
5
0.000.00 1.86
0.00
0.000.00
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u ploči: max My= 13.01 / min My= 0.00 kNm/m Nivo: [12.20 m]
d = 0.15 m
15.73
14.47
15.16
14.39
0.000.00 0.00
0.00 0.00 0.000.00
0.002.25 4.50 4.504.50 4.50
6.756.75 6.75 6.758.998.9
911.24 6.75 8.99 8.99 6.75
2.25
0.000.00
0.00 2.250.002.252.25 2.
250.002.254.50
0.00 0.002.254.50 4.50
2.25 6.758.99
8.99
0.00
6.75
4.502.25
4.50 4.50
6.756.75
8.998.99 2.25 2.256.75 6.7
5 11.24
2.254.506.75 6.75
0.00
2.250.00 0.002.25
2.25
0.000.00
0.00
{15}
{15}
{15}
{15}
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u ploči: max My= 15.73 / min My= 0.00 kNm/m Nivo: [15.00 m]
d = 0.15 m
15.73
14.47
15.16
14.39
0.000.00 0.00
0.00 0.00 0.000.00
0.002.25 4.50 4.504.50 4.50
6.756.75 6.75 6.758.998.9
911.24 6.75 8.99 8.99 6.75
2.25
0.000.00
0.00 2.250.002.252.25 2.
250.002.254.50
0.00 0.002.254.50 4.50
2.25 6.758.99
8.99
0.00
6.75
4.502.25
4.50 4.50
6.756.75
8.998.99 2.25 2.256.75 6.7
5 11.24
2.254.506.75 6.75
0.00
2.250.00 0.002.25
2.25
0.000.00
0.00
{15}
{15}
{15}
{15}
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
1
3
1
3
13
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u ploči: max My= 15.73 / min My= 0.00 kNm/m Nivo: [15.00 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m
d = 0.15 m
{5}{5}{5}{5}1
3
1
3
1
3
1
3
169.53
133.70
217.99
208.40
220.53
-119.00
-130.23
-163.07
-171.61
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max N1= 220.53 / min N1= -171.61 kN Nivo: [2.60 m]
d = 0.15 m
d = 0.15 m
{5}{5}{5}{5}1
3
1
3
1
3
1
3
3.02
36.24
44.47
43.27
45.32
-28.93
-50.39
-52.14
-47.89
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max T2= 45.32 / min T2= -52.14 kN Nivo: [2.60 m]
d = 0.15 m
d = 0.15 m
{5}{5}{5}{5}1
3
1
3
1
3
1
3
23.65
38.32
33.85
29.00
-18.51
-21.46
-31.32
-31.69
-20.20
-38.15
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max T3= 38.32 / min T3= -38.15 kN Nivo: [2.60 m]
d = 0.15 m
d = 0.15 m
{5}{5}{5}{5}1
3
1
3
1
3
1
3
4.56
1.28
0.98
0.75
0.62
0.61
6.77
6.45
0.13
0.11
7.28
7.95 0.09
0.15
9.01
5.39
0.15
0.03
0.21
7.39
-7.84
-1.01
-0.87
-5.40
-8.80
-7.02
-8.63
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max M2= 9.01 / min M2= -8.80 kNm Nivo: [2.60 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m
d = 0.15 m
{5}{5}{5}{5}1
3
1
3
1
3
1
3 11.50
11.50
15.87
18.32
10.09
-17.70
-1.45
-30.16
-42.33
-0.58
-34.96
-42.92
-1.45
-0.33
-34.72
-37.06
-0.15
-0.59
-33.11
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max M3= 18.32 / min M3= -42.92 kNm Nivo: [2.60 m]
d = 0.15 m
{3}{3}{3}{3}
{2}
{1}
{1}
{1}
{1}
{1}
{1}
{1}
{2}
{3} {3} {3} {3}
1
3
1
3
1
3
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
50.78
41.21
98.69
74.56
37.84
115.18
114.06
146.12
118.48
1.21
195.46
128.71 173.59
159.97
130.43
178.84
181.17
-39.64
-71.03
-75.02
-17.56
-45.19
-258.26
-241.66
-203.91
-288.09
-192.19
-214.15
-281.87
-68.70
-224.44
-269.49 -279.55
-328.00 -262.17
-301.23
-255.94
-270.17
-175.39
-318.85
-69.02
-152.07
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max N1= 195.46 / min N1= -328.00 kN Nivo: [3.60 m]
d = 0.15 m
{3}{3}{3}{3}
{2}
{1}
{1}
{1}
{1}
{1}
{1}
{1}
{2}
{3} {3} {3} {3}
1
3
1
3
1
3
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
22.33
18.03
11.46
14.46
10.09
72.61
36.60
2.45
71.96
32.49
172.85 45.09
77.02
88.04
95.45
81.05
87.24
69.65
-10.59
-6.38
-10.35
-7.13
-11.77
-74.38
-41.80
-86.58
-24.84
-94.38
-85.37
-72.08
-79.97
-90.72
-71.00
-59.46
-42.71
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max T2= 172.85 / min T2= -94.38 kN Nivo: [3.60 m]
d = 0.15 m
{3}{3}{3}{3}
{2}
{1}
{1}
{1}
{1}
{1}
{1}
{1}
{2}
{3} {3} {3} {3}
13
1
3
1
3
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
16.17
9.97
10.29
2.35
13.30
16.45
18.85
9.97
16.26
18.07
22.05
5.01
29.46 21.40
12.08
10.57
1.16
27.94
22.10
-5.10
-8.23
-0.64
-9.20
-16.13
-8.49
-4.16
-18.65
-13.75
-16.00
-14.92
-17.35
-22.02
-23.29 -36.49
-6.12
-7.94
-10.61
-22.29
-22.25
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max T3= 29.46 / min T3= -36.49 kN Nivo: [3.60 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m
{3}{3}{3}{3}
{2}
{1}
{1}
{1}
{1}
{1}
{1}
{1}
{2}
{3} {3} {3} {3}
1
3
1
3
13
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0.95
1.70
3.41
1.73
0.22
2.05
0.67
2.89
2.69
0.82
3.76
2.50
0.62
1.21
4.23
5.02
3.79
3.00
1.73
1.00
2.07
3.03
3.60
4.57
3.19
4.43
3.36
2.24
0.99
2.17
3.23
4.38
3.57
3.65
0.75
4.30
7.00
2.10 0.73
8.64
1.30
0.96
1.30
2.52
2.21
2.27
2.26
1.84
1.43
1.00
2.48
6.78
4.26
3.72
-2.01
-3.59
-2.27
-2.94
-2.52
-2.49
-2.02
-0.53
-0.57
-0.84
-2.85
-4.42
-3.99
-2.98
-1.71
-0.56
-0.92
-2.02
-3.10
-4.05
-2.87
-4.39
-3.50
-2.31
-0.92
-0.75
-2.26
-4.21
-3.41
-3.70
-0.87
-2.00 -4.59
-7.19
-2.42 -1.20
-8.94
-1.60
-1.34
-1.64
-1.88
-2.63
-2.02
-1.07
-2.20
-2.27
-1.89
-1.77
-6.68
-5.30
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max M2= 8.64 / min M2= -8.94 kNm Nivo: [3.60 m]
d = 0.15 m
{3}{3}{3}{3}
{2}
{1}
{1}
{1}
{1}
{1}
{1}
{1}
{2}
{3} {3} {3} {3}
1
3
1
3
1
3
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
10.14
4.92
0.13
0.74
5.18
6.35
11.47
17.11
21.65
16.44
13.00
45.13
31.44
22.77 26.65
25.12
23.05
28.35
30.27
4.65
-10.63
-10.77
-5.03
-6.95
-8.65
-55.79
-48.76
-48.37
-38.99
-61.50
-51.68
-28.92
-37.16
-56.70
-63.44
-24.63
-56.76
-2.03
-61.65 -63.20
-74.31
-74.78
-71.78
-58.27
-3.91
-53.04
-46.33
-2.65
-73.06
-23.72
-47.26
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max M3= 45.13 / min M3= -74.78 kNm Nivo: [3.60 m]
d = 0.15 m
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
20.93
90.89
54.85
.60
69.93
151.92
166.67
183.13
31.96
126.65
78.57
92.62
52.94
196.18
204.16 195.18
91.27
189.98
145.54
191.03
217.56
178.39
-10.94
-63.81
-27.27
-62.88
-66.58
-165.18
-61.70
-76.34
-123.36
-146.13
-212.83
-115.58
-83.23
-99.77
-89.39
-141.39
-110.41
-42.24
-96.10
-218.94
-120.21
-287.46
-119.27
-268.31
-287.57 -232.34
-245.97 -149.72
-320.61
-306.68
-261.76
-202.79
-248.67
-241.85
-93.06
-226.20
-226.16
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max N1= 217.56 / min N1= -320.61 kN Nivo: [6.50 m]
d = 0.15 m
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
1
3
1
3
13
13.59
39.17
27.69
63.13
61.03
48.70
34.93
68.74
32.34
62.16
37.31
71.54
204.10 63.39
86.91
78.19
90.25
0.13
102.60
77.88
81.25
74.81
70.42
-11.96
-0.49
-2.29
-52.94
-31.64
-126.04
-40.49
-35.45
-49.89
-71.81
-31.80
-68.44
-35.21
-83.85
-220.62
-90.40
-78.66
-77.97
-58.32
-103.18
-83.41
-75.33
-65.83
-60.24
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max T2= 204.10 / min T2= -220.62 kN Nivo: [6.50 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
30.60
51.77
23.33
15.60
56.11 39.78
23.17
11.86
20.40
28.83
13.83
46.23
0.62 0.59
21.69
12.53
16.33
10.52
15.91
18.59
11.64
10.48
1.27
14.37
12.65
-36.72
-49.83
-19.37
-4.40
-4.12
66
-13.75
-30.10
-39.38
-11.38
-28.75
-27.83
-11.09
-32.03
-25.69 -41.39
-11.11
-18.27
-11.59
-22.45
-10.17
-6.61
-10.45
-7.70
-21.61
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max T3= 56.11 / min T3= -49.83 kN Nivo: [6.50 m]
d = 0.15 m
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
4.66
5.96
3.67
1.92
5.33
7.51
10.06
11.24
4.36
2.78
1.48
3.02
4.69
5.77
5.80
3.71
3.54
2.11 2.54 3.70
8.44 5.78
3.67 1.95 0.78 2.24 4.02 5.67 7.79 3.94
6.36 5.81 6.10 5.90 4.72 2.86
4.67 8.74
7.07 3.85
2.22 3.66 5.00 5.82 5.80 7.02
2.04
4.09
6.46
6.39
5.24
3.24
3.74
5.44
6.39
6.29
2.64
7.94
8.18
5.95
3.34
1.82
4.18
6.23
7.32
7.24
4.82 2.77 3.67 0.04
9.34
2.74
1.65
3.62
2.53 1.53 1.23 1.13 1.11
3.88 3.12
0.72 0.92 1.15 1.61 2.78
5.91
1.63
0.80
1.21
1.41
2.44
2.13
2.22
2.18
1.77
1.27
2.96
1.37
1.37 1.50 1.65 1.97 3.47
5.54
3.43
2.63
3.17
-4.33
-5.82
-6.43
-4.06
-7.99
-5.33
-3.08
-4.63
-5.72
-5.86
-4.86
-0.79
-2.56 -2.73 -1.92 -0.48
9 .45 3.96
-2.32 4.19 .97 68 .49
-6.90 -6.11 -5.89 -4.73 -2.83 -0.97 -1.88
-4.10 -6.72
-4.30
-1.71 -2.22 -3.71 -5.07 -5.89
-8.02
-2.89
-1.06
-6.15
-5.07
-6.70
-5.17
-3.13
-0.94
-1.64
-3.70
-5.64
-6.93
-4.84
-3.29
-10.55
-8.45
-5.78
-3.22
-0.80
-1.74
-4.07
-6.19
-7.69
-5.58
-3.74
-3.92
-8.94
-2.31
-1.91
-2.32
-2.59 -1.54 -1.20 -1.11 -1.09 -1.14
-3.09 -3.26
-0.50 -0.69 -0.89 -1.11 -1.57 -2.81
-6.07
-2.44
-1.25
-1.42
-1.55
-2.60
-2.10
-1.29
-2.14
-2.18
-1.78
-1.29
-1.24
-1.68
-1.68 -2.13 -3.45
-3.32
-3.17 -0.94 -1.48
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max M2= 11.24 / min M2= -10.55 kNm Nivo: [6.50 m]
d = 0.15 m
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
4.58
17.52
12.79
28.91
13.58
36.72
36.94
1.29
29.60
8.79
0.54
21.66
1.98
16.35
30.09
115.97
31.34
30.21
2.47
29.66 33.35
32.14
24.15
29.81
33.31
43.97
-1.87
-0.13
-1.74
-42.75
-26.42
-25.79
-31.63
.06
27.69
7.83
-1.90
6.78
-35.47
-58.39
-62.98
-2.58
-34.76
-38.58
-2.20
-33.40
-35.20
-33.35
-41.78
-2.81
-33.37
-29.22
-1.93
-35.09
-65.24
-101.87
-66.66
-40.19
-66.41
-70.61 -56.42
-2.21
-4.35
-64.23
-46.99
-82.94
-77.17
-74.06
-55.96
-56.44
-4.54
-2.12
-64.68
-37.96
-2.31
-1.82
-53.61
-54.32
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max M3= 115.97 / min M3= -101.87 kNm Nivo: [6.50 m]
d = 0.15 m
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
1
3
1
3
13
18.78
201.32 213.55
189.02
155.89
202.58
85.08
189.95 178.14
194.70
60.37
110.87
78.89
126.04
45.67
176.83
108.79
122.73
70.31
.81
58.13
82.92
-7.50 -264.10
-95.32
-242.92
-251.53
-245.91
-279.38
-172.21
-337.66
-296.23
-151.32
-227.85
-250.49 -240.96
-280.65 -284.59
-111.34
-113.74
-257.87
-52.45
-95.78
-146.18
-116.86
-119.37
-121.17
-103.71
-135.19
-99.02 -105.94
-94.28
-65.42
-81.87 -155.16
-78.00
-44.34
-79.83
-68.18
-36.26
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max N1= 213.55 / min N1= -337.66 kN Nivo: [9.40 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
13.87
76.57
76.18
81.27
73.96
2.31
103.89
105.42
78.87
84.28
61.34
164.70
79.76
35.66
62.09
33.31
71.11
31.90
42.61
54.32
69.51
28.54
36.64
-12.41
-0.84
-3.32 -73.02
-66.71 -76.14
-84.15
-106.87
-49.03 -77.07
-75.47
-89.45
-246.71
-82.76
-38.26
-68.40
-34.95
-2.45
-70.89
-42.41
-33.28
-39.59
-120.92
-30.25
-51.68
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max T2= 164.70 / min T2= -246.71 kN Nivo: [9.40 m]
d = 0.15 m
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
37.15
13.73
14.46
14.40
15.49
1.76
10.14
14.46
16.16
11.47
12.22
18.25
0.93 0.38
46.49
13.33
29.67
13.45
20.81
6.85 37.52
55.60 14.43
22.56
46.68 -39.72
-10.14
-21.29
-10.41
-10.99
-11.98
-4.59
-18.06
-12.44 -0.15
-19.03
-11.41 -26.21
-32.43
-10.99
-27.66
-10.97
-21.20
-34.72 -10.44
-29.56
96
-4.29
-4.38
-20.43
-50.41
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max T3= 55.60 / min T3= -50.41 kN Nivo: [9.40 m]
d = 0.15 m
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
4.99
3.33
5.45
3.13
2.42
3.05
1.83
1.44 1.46 1.62 2.02 3.46
2.99
2.52
3.09
1.99
0.99
1.36
1.57
1.61
2.22
4.73
3.27
0.81 1.00 1.25 1.78 2.90 2.65
1.33 1.17 1.14
4.05 2.86
3.87
10.18
4.83 3.64
8.06
8.17
5.87
3.22
1.99
4.34
6.37
7.41
7.21
2.53
6.61
6.53
5.35
3.32
1.39
3.48
5.39
6.37
6.21
1.99
3.07
6.22 3.49
2.14 3.63 4.98 5.81 5.83 6.33 5.84 5.74 6.13 5.92 4.51 3.10
4.69 8.41
8.50 5.71
3.63 1.86 2.43 4.19 5.80 7.89 3.75
3.30
1.83 2.27
3.28
4.69
2.99
1.47
2.87
4.53
5.58
5.55
3.38
6.08
3.72
1.98
3.02
4.61
6.62
8.89
9.66 -5.06
-3.19
-1.68 -3.06
-2.14
-1.70 -2.18 -3.48
-3.21
-2.55
-2.55
-1.33
-2.80
-1.40
-1.59
-1.62
-1.65
-2.29
-4.90
-3.28
-0.59 -0.78 -0.98 -1.24 -1.78 -3.13 -2.88
-1.74 -1.32 -1.17 -1.12 -1.08
-3.21
-2.38
-2.53
-9.75
-3.90
-3.86
-10.54
-8.43
-5.70
-3.09
-0.55
-1.90
-4.23
-6.32
-7.82
-5.76
-3.19
-5.26
-6.84
-5.28
-3.21
-0.98
-1.35
-3.39
-5.35
-6.74
-4.86
-2.76
-1.17
-4.73
-4.44 -3.13 -1.59 -0.80 -2.14 -3.67 -5.03 -5.85 -6.94
-6.67 -6.11 -5.93 -4.46 -3.07 -0.98 -1.72
-4.23 -7.29
9 .40 3.84
4.35 .08 68 .38
-0.71
-2.26 -2.52 -0.49
-5.53
-3.28
-4.50
-5.59
-5.73
-4.78
-6.30
-6.49
-4.12
-7.31
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max M2= 10.18 / min M2= -10.54 kNm Nivo: [9.40 m]
d = 0.15 m
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
1
3
1
3
13
6.07 45.76
32.84
29.84
27.19
35.35
40.61
29.40 27.60
1.41
31.20
131.08
32.36
16.29
2.28
21.59
9.42
2.74
28.74
26.23
29.27
14.12
27.55 13.31
16.20
-2.16
-2.16
-61.31
-38.76
-2.74
-2.72
-55.63
-54.57
-3.97
-2.65
-64.99
-75.78
-0.13
-3.25
-51.31
-86.57
-77.71
-54.19
-54.29
-1.42
-64.98 -62.20
-68.58
-66.11
-37.87
-84.75
-72.93
-33.47
-2.46
-35.48
-42.76
-36.12
-39.04
-0.07
-34.63
-39.21
-3.27
-38.12
-49.86
-32.35
-37.09
-0.19 -0.54
-47.91
36.63
40.53
6.66
-1.55
31.30
-23.03
-32.74
-31.15
-23.90
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max M3= 131.08 / min M3= -86.57 kNm Nivo: [9.40 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
18.39
172.47
168.44 222.18
190.96
155.98
205.08
70.00
188.47
86.98
61.41
3.62
69.86
119.22
105.36
194.94
128.70
77.59
88.21
66.92
183.40
42.17
-7.23
-227.51
-275.62
-228.34
-89.64
-217.39
-255.93
-237.85
-276.56
-170.71
-351.52
-295.45
-100.73
-235.21
-241.55
-56.62
-36.99
-43.59
-83.03
-154.01
-79.74
-75.92
-84.58 -110.73
-86.34
-130.40
-102.14 -286.02
-102.08
-146.46
-113.63
-54.82
-96.04
-214.67
-90.73
-119.41
-92.75
-124.32
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max N1= 222.18 / min N1= -351.52 kN Nivo: [12.20 m]
d = 0.15 m
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1.67
13.37
83.40
68.93
69.96
80.46
73.56
3.04
105.01
93.59
77.88
36.41
28.34
68.41
57.73
40.00
33.32
59.16
61.71
35.41
54.24 118.73
68.64
33.49
-14.60
-2.82
-73.20
-61.86
-65.03
-73.33
-75.90
-108.50
-32.35 -78.54
-34.20
-30.32
-119.50
-41.65
-33.16
-40.63
-89.82
-69.81
-38.36
-74.42
-226.12
-71.10
-35.73
-1.59
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max T2= 118.73 / min T2= -226.12 kN Nivo: [12.20 m]
d = 0.15 m
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
30.76
11.78
13.39
1.76
15.28
15.02
17.33
1.40
9.83
10.15
16.24
40.81
23.24
16.29 56.72
37.30
21.37
5.19 11.96
16.20
13.56
47.22
7.07
11.07
30.73
-31.32
-18.43 -10.36
-21.76
-10.12
-14.13
-12.12
-4.09
-12.97
-12.67
-23.65
-20.42
-4.11
-4.22
84
-9.29
-31.94
-34.88
-11.13
-14.70
-33.47
-53.98
-12.59
-17.28
-28.97
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max T3= 56.72 / min T3= -53.98 kN Nivo: [12.20 m]
d = 0.15 m
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
1
3
1
3
13
5.11
2.73 1.78 1.36 1.24 1.20
4.00
3.28
5.55
3.49
2.72
3.52
1.51
1.56 1.60 1.67 1.88 2.27 3.56
3.41
2.62
2.28
3.44
1.98
1.42
1.64
1.68
2.15
3.82
3.39
0.92 1.11 1.38 1.84 3.03
5.41
3.82
2.31
1.79
3.75
5.87
8.24
9.68
4.71
2.94
1.52
3.05
4.74
5.81
5.67
3.20
3.65
2.26
3.20
8.69 5.83
3.62 1.79 0.82 2.41 4.18 5.81 7.94 3.94
5.74 6.02 6.37 6.10 4.86
2.82
4.80 8.32
6.25 3.51
2.23 3.84 5.22 6.08 6.18 6.33 2.85
3.45
2.56
8.22
8.30
5.97
3.29
1.98
4.35
6.40
7.51
7.26
9.04 4.14
10.01
2.12
2.91
6.69
6.63
5.38
3.33
1.32
3.49
5.43
6.49
6.32
-5.15
-2.94 -1.80 -1.35 -1.22 -1.19 -1.18
-3.08
-3.08
-3.27
-2.59
-2.36
-1.68 -1.94 -2.40 -3.68
-3.52
-2.67
-2.66
-2.33
-2.25
-2.87
-1.66
-1.69
-1.62
-2.19
-3.96
-3.29
-0.76 -0.89 -1.10 -1.34 -1.84 -3.18
-6.42
-4.17
-7.19
-7.04
-5.50
-3.21
-4.72
-5.81
-5.95
-4.51
-0.89
-2.26 -2.44 -0.62
1 .54 3.94
4.36 .12 78 .38
-6.70 -6.32 -6.07 -4.86 -2.81 -0.78 -1.92
-4.35 -7.42
-4.59 -3.15 -1.56 -0.84 -2.23 -3.88 -5.27 -6.09 -6.99
-2.33
-2.91
-3.25
-10.66
-8.57
-5.80
-3.15
-0.57
-1.88
-4.22
-6.32
-7.85
-6.14
-8.95
-9.58
-2.91
-4.44
-5.61
-6.86
-5.27
-3.20
-0.98
-1.27
-3.37
-5.35
-6.79
-5.27
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max M2= 10.01 / min M2= -10.66 kNm Nivo: [12.20 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
5.69
27.10
0.34
34.70
33.99
30.32
28.35
36.39
43.85
29.59
16.86
13.81
28.22
13.83
1.05
27.16
23.12
2.31
31.33 0.74
21.93
16.01
20.57
132.78
2.03
29.39
8.89
-2.06
-58.95
-3.29
-67.57
-49.46
-36.95
-2.12
-0.51
-47.08
-51.85
-3.49
-2.32
-63.73
-69.60
-3.20
-50.59
-88.26
-78.63
-43.00
-55.67
-1.98
-3.92
-63.08
-20.43
-1.78
-23.08
-22.75
-30.22
7.44
-1.53
32.46
40.37
-0.70
4.18
-36.27
-0.41 -0.56
-41.96
-46.33
-30.71
-66.50
-35.64
-40.96
-3.43
-34.47
-33.94
-2.22
-34.66
-49.49 -67.21
-37.25
-3.65
-35.61
-39.60
-0.30
-34.99
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max M3= 132.78 / min M3= -88.26 kNm Nivo: [12.20 m]
d = 0.15 m
{15}
{15}
{15}
{15}
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
18.73
0.87
1.40
1.59
1.47
1.00
2.26
1.02
2.65
1.40
0.99
2.22
0.36
0.10
1.61 108.73
101.26
21.34
04.98
126.98
118.36
97.19
91.42
67.96
112.02
55.30
64.18
140.38
133.06 148.84
77.52
187.33
132.92
155.24
171.61
90.03
-1.70
-1.14
-1.18
-1.45
-1.36
-1.44
-1.25
-0.07
-2.69
-1.11
-103.81
-70.68
-112.13
-99.19
-153.45
-76.19
-181.56
-146.10 -180.72
-166.76
-183.27
-169.14
-103.26
-88.86
-137.95
-108.36
-123.31
-123.11
-88.75
-102.98
-159.83
-61.63
-214.61
-87.08
-220.57
-199.25 -162.81
-242.90
-64.30
-325.66
-228.55
-225.67
-140.72
-191.04
-249.80
-85.59
-166.80
-139.02
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max N1= 187.33 / min N1= -325.66 kN Nivo: [15.00 m]
d = 0.15 m
{15}
{15}
{15}
{15}
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
6.85
2.31
0.54
0.54
0.54
0.52
0.46
0.39
0.34
0.29
0.29
0.31
0.33
0.34
0.36
0.37
0.37
0.38
0.39
0.39
0.40
0.38
0.39
0.39
0.39
0.40
0.40
0.41
0.41
0.41
0.41
0.41
0.41
0.42
0.42
0.42
0.42
0.42
0.41
0.40
0.38
0.38
0.37
0.36
0.36
0.36
0.36
0.36
0.36
0.37
0.37
0.37
0.38
0.38
0.39
0.39
0.40
0.40
0.40
0.41
0.41
0.42
0.42
0.42
0.42
0.43
0.43
0.43
0.43
0.43
0.43
0.42
0.41
0.39
0.38
0.37
0.36
0.35
0.35
0.35
0.35
0.36
0.36
0.36
0.50
0.38
0.38
0.38
0.39
0.39
0.40
0.40
0.41
0.41
0.41
0.42
0.42
0.41
0.41
0.42
0.42
0.42
0.42
0.42
0.41
0.40
0.39
0.39
0.38
0.37
0.36
0.36
0.36
0.36
0.37
0.37
0.38
0.38
0.38
0.39
0.39
0.40
0.40
0.41
0.41
0.41
0.43
0.43
0.44
0.44
0.45
0.46
0.46
0.48
0.49
0.51
0.52
0.52
0.48
0.39
0.32
0.27
0.25
0.25
0.25
0.10
1.01 0.69 0.57 0.45 0.40 0.36 0.33 0.31 0.30 0.30 0.30 0.31 0.31 0.31 0.31 0.32 0.33 0.33 0.34 0.36 0.37 0.37 0.38 0.38 0.39 0.39 0.40 0.43 0.43 0.43 0.40 0.40 0.40 0.40 0.40 0.39 0.38 0.37 0.36 0.36 0.35 0.34 0.34 0.33 0.33 0.32 0.32 0.33 0.33 0.33 0.34 0.34 0.35 0.35 0.36 0.36 0.37 0.37 0.38 0.40 0.41 0.41 0.42 0.43 0.43 0.44 0.45 0.45 0.45 0.44 0.42 0.39 0.35 0.29 0.23 0.13 0.09 0.05
2.31
0.54
0.54
0.54
0.53
0.48
0.40
0.35
0.30
0.29
0.30
0.32
0.34
0.35
0.36
0.37
0.38
0.38
0.39
0.39
0.39
0.39
0.40
0.40
0.41
0.41
0.41
0.42
0.42
0.43
0.43
0.43
0.44
0.45
0.45
0.46
0.47
0.47
0.45
0.40
0.36
0.33
0.33
0.34
0.35
0.36
0.37
0.37
0.38
0.39
0.39
0.39
0.40
0.40
0.40
0.40
0.40
0.40
0.40
0.40
0.40
0.52
0.40
0.40
0.41
0.42
0.44
0.46
0.48
0.48
0.45
0.39
0.35
0.32
0.32
0.32
0.33
0.34
0.34
0.35
0.35
0.36
0.37
0.37
0.37
0.38
0.38
0.38
0.39
0.39
0.40
0.40
0.40
0.41
0.41
0.42
0.42
0.43
0.43
0.44
0.45
0.45
0.45
0.44
0.43
0.39
0.37
0.35
0.34
0.33
0.33
0.34
0.34
0.34
0.35
0.35
0.37
0.37
0.38
0.38
0.38
0.39
0.39
0.40
0.40
0.43
0.43
0.44
0.44
0.45
0.46
0.47
0.48
0.50
0.52
0.54
0.53
0.49
0.39
0.32
0.26
0.24
0.24
0.24
0.09
1.01 0.71 0.59 0.49 0.43 0.39 0.36 0.34 0.32 0.32 0.32 0.32 0.33 0.33 0.34 0.35 0.35 0.36 0.35 0.36 0.36 0.37 0.37 0.38 0.39 0.39 0.40 0.41 0.41 0.42 0.42 0.42 0.43 0.42 0.42 0.41 0.40 0.38 0.35 0.34 0.32 0.31 0.30 0.30 0.30 0.30 0.30 0.34 0.34 0.35 0.33 0.34 0.35 0.35 0.36 0.36 0.37 0.38 0.36 0.37 0.37 0.38 0.39 0.40 0.42 0.42 0.43 0.43 0.43 0.43 0.41 0.39 0.35 0.29 0.25 0.14 0.08 0.04 29.16
20.99
41.04
35.58
36.44
68.72
30.05
54.62
53.29
52.00
17.77 24.24
39.03
0.36
74.75
49.58
27.78
25.71
115.55
0.05
67.44
9.32
51.95
24.15
43.65
-10.38
-0.10
-0.24
-0.24
-0.24
-0.27
-0.32
-0.39
-0.49
-0.53
-0.53
-0.51
-0.49
-0.48
-0.47
-0.46
-0.45
-0.44
-0.44
-0.43
-0.42
-0.40
-0.40
-0.39
-0.39
-0.38
-0.38
-0.38
-0.37
-0.37
-0.35
-0.35
-0.34
-0.34
-0.34
-0.34
-0.34
-0.34
-0.35
-0.36
-0.38
-0.40
-0.41
-0.43
-0.44
-0.44
-0.44
-0.43
-0.43
-0.43
-0.42
-0.42
-0.41
-0.41
-0.41
-0.40
-0.40
-0.39
-0.39
-0.39
-0.38
-0.38
-0.37
-0.37
-0.36
-0.36
-0.35
-0.35
-0.35
-0.35
-0.35
-0.36
-0.37
-0.39
-0.40
-0.41
-0.42
-0.43
-0.43
-0.43
-0.43
-0.43
-0.42
-0.42
-0.55
-0.42
-0.41
-0.41
-0.40
-0.40
-0.39
-0.39
-0.39
-0.38
-0.38
-0.37
-0.37
-0.35
-0.35
-0.35
-0.34
-0.34
-0.34
-0.35
-0.36
-0.38
-0.39
-0.42
-0.43
-0.44
-0.45
-0.45
-0.45
-0.44
-0.44
-0.44
-0.43
-0.43
-0.42
-0.42
-0.42
-0.41
-0.41
-0.40
-0.40
-0.39
-0.40
-0.39
-0.39
-0.38
-0.37
-0.37
-0.36
-0.35
-0.33
-0.31
-0.30
-0.30
-0.34
-0.39
-0.46
-0.51
-0.53
-0.54
-0.54
-2.34
-0.04 -0.07 -0.13 -0.23 -0.28 -0.33 -0.37 -0.40 -0.42 -0.43 -0.43 -0.43 -0.42 -0.42 -0.39 -0.39 -0.38 -0.38 -0.37 -0.36 -0.38 -0.37 -0.37 -0.36 -0.36 -0.35 -0.35 -0.34 -0.36 -0.35 -0.35 -0.31 -0.31 -0.31 -0.32 -0.32 -0.33 -0.33 -0.34 -0.35 -0.37 -0.38 -0.39 -0.40 -0.41 -0.41 -0.41 -0.41 -0.41 -0.41 -0.40 -0.40 -0.39 -0.39 -0.38 -0.38 -0.37 -0.37 -0.36 -0.36 -0.37 -0.36 -0.35 -0.35 -0.34 -0.33 -0.33 -0.32 -0.32 -0.32 -0.33 -0.35 -0.38 -0.42 -0.48 -0.58 -0.70 -1.01
-0.10
-0.24
-0.24
-0.24
-0.25
-0.30
-0.38
-0.47
-0.52
-0.53
-0.52
-0.50
-0.48
-0.47
-0.46
-0.45
-0.45
-0.44
-0.43
-0.43
-0.42
-0.41
-0.41
-0.41
-0.40
-0.40
-0.39
-0.39
-0.39
-0.38
-0.38
-0.37
-0.37
-0.36
-0.36
-0.35
-0.34
-0.34
-0.36
-0.38
-0.42
-0.44
-0.44
-0.43
-0.42
-0.41
-0.40
-0.39
-0.39
-0.40
-0.40
-0.40
-0.40
-0.40
-0.40
-0.40
-0.40
-0.39
-0.39
-0.39
-0.39
-0.52
-0.38
-0.38
-0.37
-0.36
-0.34
-0.32
-0.31
-0.31
-0.34
-0.39
-0.44
-0.46
-0.47
-0.46
-0.45
-0.45
-0.44
-0.43
-0.43
-0.43
-0.43
-0.43
-0.42
-0.42
-0.41
-0.41
-0.41
-0.40
-0.40
-0.39
-0.39
-0.39
-0.38
-0.38
-0.37
-0.37
-0.36
-0.35
-0.35
-0.34
-0.34
-0.34
-0.36
-0.37
-0.39
-0.41
-0.42
-0.43
-0.42
-0.42
-0.42
-0.41
-0.41
-0.41
-0.41
-0.41
-0.40
-0.40
-0.40
-0.39
-0.39
-0.38
-0.38
-0.39
-0.39
-0.38
-0.38
-0.37
-0.36
-0.35
-0.34
-0.32
-0.30
-0.29
-0.29
-0.33
-0.39
-0.46
-0.52
-0.54
-0.54
-0.54
-2.31
-0.05 -0.07 -0.12 -0.22 -0.28 -0.34 -0.38 -0.41 -0.43 -0.44 -0.45 -0.45 -0.45 -0.44 -0.44 -0.43 -0.42 -0.42 -0.41 -0.39 -0.38 -0.37 -0.37 -0.36 -0.36 -0.35 -0.34 -0.34 -0.33 -0.33 -0.32 -0.31 -0.31 -0.31 -0.31 -0.32 -0.33 -0.34 -0.35 -0.36 -0.38 -0.39 -0.40 -0.41 -0.42 -0.42 -0.42 -0.41 -0.45 -0.44 -0.44 -0.41 -0.40 -0.40 -0.39 -0.38 -0.38 -0.37 -0.37 -0.34 -0.33 -0.33 -0.32 -0.31 -0.31 -0.31 -0.31 -0.30 -0.30 -0.30 -0.30 -0.32 -0.35 -0.39 -0.44 -0.56 -0.68 -1.00
-32.52
-28.07
-38.45
-40.99
-65.88
-38.21
-55.31
-60.37
-55.81
-34.95
-67.35
-42.80
-77.15
-45.14
-66.59
-1.37
-10.08
-130.14
-27.54
-78.31
-1.53
-43.93
-27.25
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max T2= 115.55 / min T2= -130.14 kN Nivo: [15.00 m]
d = 0.15 m
{15}
{15}
{15}
{15}
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
1
3
1
3
13
15.36
0.26
0.26
0.29
0.29
0.14
0.29
0.04
0.01
0.12
0.29
0.13
0.28
13.55
14.34
23.11
16.91
22.82
2.65
28.83
31.11
19.21
23.60
10.03
14.81
4.94
12.11
11.59
6.61
6.89
15.64
1.07
12.07
7.82
36.43
26.83
3.82
10.82
-17.61
-0.15
-0.27
-0.27
-0.27
-0.22
-0.03
-0.29
-0.04
-0.17
-0.16
-0.22
0.02
0.02
0.02
0.26
-34.53
-2.89
-23.11
10
-12.62 -30.66
-2.37
-21.25
-22.53
-17.30
-10.11
-23.78
-24.58
-56.70
-25.99
-7.82
-1.53
-16.75 -5.19
-14.95
-5.25
-2.30
-28.74
-14.08
-1.05
-0.11
-10.79
-10.58
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max T3= 36.43 / min T3= -56.70 kN Nivo: [15.00 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m
{15}
{15}
{15}
{15}
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
1.22
0.02
0.02
0.02
0.02
0.02
0.02
0.01
0.01
0.01
0.01
0.01
0.02
0.02
0.02
0.02
0.02
0.01
0.02
0.02
0.02
0.02
0.01
0.01
0.01
0.01
0.01
0.02
0.02
0.02
0.02
0.01
0.01
0.01
0.01
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.01
0.01
0.01
0.01
0.02
0.02
0.02
0.01
0.02
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.02
0.02
0.02
0.01
0.01
0.02
1.06
0.39
0.97
0.56
0.60
0.65
0.71
0.76
0.81
0.85
0.88
0.91
0.92
0.93
0.93
0.93
0.91
0.92 1.29 1.15 0.92 0.71 0.56 0.45 0.36 0.32 0.27
1.25
1.24
0.33 0.37
0.73 1.85 0.64 0.58 0.56 0.55 0.58 0.67 0.75 0.89 0.94 0.96 0.91 0.91 0.89 0.85 0.80 0.74 0.68 0.61 0.53
0.34 0.35 0.41 0.74 2.02
1.81 0.63 0.36 0.31 0.31
0.70 0.72 0.76 0.78 0.79 0.79 0.77 0.74 0.69 0.62 0.56 0.55 0.58 0.62 0.71 1.81
3.20
0.46
0.34
0.61
0.55
4.30
2.44
0.30
0.59
0.58
0.70
0.70
0.37
1.74
3.16
0.55
0.71
0.59
2.74
3.65
0.23
0.41
0.58
0.74
0.73
0.49
0.56
0.62
0.67
0.71
0.73
0.77
0.78
0.75
0.66
0.28
1.77
4.73 1.40 1.23 1.13 1.02 0.86
1.79
1.69
0.44 0.44
0.76
0.34 0.34 0.34 0.35 0.36 0.38 0.42 0.48 0.55 0.60
1.55 1.40
0.27 0.27 0.27 0.29 0.29 0.28 0.28 0.28 0.27 0.27 0.26 0.26 0.27 0.27
0.06
1.07
0.65
0.34
0.34
0.35
0.38
0.41
0.44
0.47
0.50
0.51
0.52
0.53
0.53
0.53
0.52
0.52
1.62
1.07
0.82 0.73 0.66 0.53 0.42 0.42 0.44 0.46 0.48 0.51 0.54 0.56 0.59 0.62 0.65 0.69 0.75 0.78 0.71 0.40 0.39 0.38 0.36 0.35 0.34 0.33 0.35 0.69
1.42
0.93
0.85
0.62
0.61
0.60
0.59
0.56
0.53
0.48
0.41
0.33
1.93
2.50 -1.92
-0.01
-0.01
-0.01
-0.02
-0.02
-0.02
-0.02
-0.01
-0.01
-0.01
-0.01
-0.01
-0.01
-0.01
-0.01
-0.01
-0.02
-0.02
-0.02
-0.02
-0.02
-0.02
-0.02
-0.02
-0.01
-0.02
-0.02
-0.02
-0.02
-0.02
-0.02
-0.02
-0.02
-0.01
-0.02
-0.02
-0.02
-0.02
-0.02
-0.02
-0.02
-0.02
-0.01
-0.01
-0.01
-0.01
-0.01
-0.01
-0.01
-0.01
-0.02
-0.02
-0.02
-0.01
-0.01
-0.01
-0.05
-0.05
-0.01
-0.01
-0.01
-0.01
-0.01
-0.01
-0.01
-0.01
-0.01
-0.01
-0.01
-0.01
-0.01
-0.01
-0.01
-0.01
-0.02
-0.02
-0.02
-0.02
-0.02
-0.02
-0.02
-0.02
-0.02
-0.02
-0.02
-0.02
-0.02
-0.01
-0.01
-0.02
-0.02
-0.02
-0.01
-0.01
-0.01
0.05
0.04
-1.42
-0.62
-0.30
-0.17
-0.11
-0.07
-0.06
-0.74
-0.75
-0.70
-3.93
-1.55
-0.52
-0.35
-0.35
-0.93
-0.93
-0.93
-0.92
-0.89
-0.84
-0.76
-0.64
-0.48
-0.30
-0.11
-0.07
-0.70
-0.96
2.42 -0.98 -0.53 -0.37 -0.29 -0.23 -0.21 -0.19 -0.22 -0.23 -0.25 -0.26 -0.29 -0.32
-0.50 -0.51 -0.50 -0.22 -0.27 -0.42 -0.91 32
-1.63 -0.55 -0.28 -0.20
-0.50 -0.35 -0.28 -0.20 -0.09 -0.10 -0.38 -1.29
-0.95
-0.91 -0.99 -0.98 -0.96 -0.87 -0.82 -0.76 -0.69 -0.63 -0.58 -0.52 -0.49 -0.42 -0.40 -0.39 -0.39 -0.38
-1.45
-1.48
-0.44 -0.47 -0.49 -0.49 -0.52 -0.57 -0.62 -0.66 -0.69 -0.72 -0.74 -0.78 -0.80 -0.82 -0.82
-0.91
-0.95
-1.05
-0.19
-0.12
-0.08
-0.04
-0.03
-0.03
-0.04
-1.15
-1.18
-0.28
-1.09
-0.10
-0.10
-0.09
-0.09
-0.10
-0.15
-0.24
-0.33
-0.42
-0.50
-0.58
-1.33
-1.43 -2.12 -2.14 -1.91 -1.72 -1.62 -1.61 -1.58 -1.68
-1.66 -0.53 -0.60 -0.59 -0.56 -0.51
-0.82
-0.80 -0.43 -0.38 -0.38 -0.42 -0.46 -0.50 -0.52 -0.51 -0.44 -0.28 -0.22 -0.22 -0.24 -0.26 -0.28 -0.30 -0.33 -0.36 -0.38 -0.39 -0.40
-2.15 -1.98 -0.30 -0.29 -0.29 -0.28 -0.28 -0.27 -0.26 -0.25 -0.24 -0.24 -0.24 -0.26 -0.27 -0.27 -0.27
-0.75
-1.10
-1.41
-0.56
-0.55
-0.55
-0.55
-0.54
-0.54
-0.53
-0.53
-0.53
-0.53
-0.53
-0.54
-0.54
-0.54
-0.55
-0.55
-0.09
-0.72
-1.83
-0.30
-0.07
-0.08
-0.23
-0.36
-0.79
-0.79
-0.40
-0.46
-0.82
-3.17
-2.14 -0.55 -0.57 -0.59 -0.61 -0.62 -0.64 -0.66 -0.68 -0.70 -0.72 -0.72 -0.68 -0.60 -0.47 -0.44 -0.41 -0.40
-0.77
-0.77
-0.78
-0.21
-0.80
-0.74
-0.72
-0.71
-0.70
-0.69
-0.67
-0.23
-0.76
-1.34
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max M2= 4.73 / min M2= -4.32 kNm Nivo: [15.00 m]
d = 0.15 m
{15}
{15}
{15}
{15}
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
2.49
0.81
0.15
0.15
0.15
0.15
0.13
0.13
0.13
0.13
0.11
0.11
0.11
0.11
0.10
0.15
0.15
0.15
0.15
0.82
0.58
0.17 0.18 0.18 0.18 0.17
0.17 0.17 0.17
0.58
0.81
0.15
0.15
0.15
0.15
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.21
0.22
0.22
0.21
0.17
0.17
0.17
0.17
0.80
0.60
0.14 0.14 0.14 0.14
0.19 0.19 0.19 0.19
0.58
17.59
16.26
19.62
17.27
19.30
18.27
16.02
15.01
11.81
17.76
7.48
41.81
23.35
20.89 22.56
27.98
47.11
27.94
25.34
30.06
10.96 -0.50
-1.67
-0.43
-0.43
-0.15
-0.15
-0.15
-0.15
-0.18
-0.18
-0.18
-0.15
-0.16
-0.16
-0.15
-0.40
-0.40
-0.23
-0.19
-0.26 -0.27 -0.26
-0.45
-0.45
-0.45
-0.45
-0.20
-0.20
-0.44
-0.44
0.24 0.24 0.24
0.20 0.20 0.20 0.19
0.15 0.16 0.15 0.16
-24.41
-22.29
-28.36
-18.42
36.31
24.75
4.26
34.67
-44.44
-40.73
-44.00
-43.37
-30.50
-25.50
-38.56
-32.30
-33.92
-31.93
-27.82
-30.21
-34.46 -21.29
-52.41
-23.78
-51.20
-51.60 -42.00
-56.60
-4.80
-8.67
-87.95
-72.81
-39.51
-40.29
-43.37
-58.42
-25.31
-14.19
-22.45
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Opt. 88: [Anv] 7-86
Uticaji u gredi: max M3= 47.11 / min M3= -87.95 kNm Nivo: [15.00 m]
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
-175.17 -210.05 -219.72 -221.51 187.45
-463.23 -705.77 -719.01 -748.55 02.53
-318.59 -457.44 -468.54 -483.73 295.47
-608.31 -956.03 -966.64 -1016.36 04.59
-1386.26 -1314.05 -1288.65 -864.93
-1272.93 -1207.30 -1185.73 -600.48
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u gredi: max N1= 0.00 / min N1= -1386.26 kN Ram: H_3 - Grupa: stubovi
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
29.06 42.28 49.38 51.26 32.90
20.48 46.07 52.89 51.28 18.64
30.89 51.04 52.77 52.18 26.45
83.49 63.64 43.86 42.58 30.18
15.07 18.26 15.09 20.75
139.36 151.75 75.95 135.90
-19.31 -25.60 -30.18 -29.36 -7.33
-14.03 -17.78 -19.49 -16.05
-22.49 -19.22 -18.45 -16.60 -4.17
-72.27 -46.59 -27.00 -19.16 -12.50
-21.00 -26.33 -20.09 -14.97
-31.00 -29.76 -186.0
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u gredi: max T2= 151.75 / min T2= -186.08 kN Ram: H_3 - Grupa: stubovi
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
31
3
1
3
1
3
1.45 19.58 17.72 18.24 22.09
0.98 23.15 15.80 20.39 19.82
23.86 15.90 21.48 20.99
12.30 5.76 9.44 14.96
7.88 7.47 5.77 4.73
232.71 213.73 238.57 74.55
-20.17 -13.48 -15.04 -11.37 -2.37
-24.22 -12.32 -18.06 -11.84 -3.19
-25.21 -11.98 -18.45 -11.14 -2.32
-17.53 -5.30 -9.63 -3.99 -1.34
-7.93 -6.24 -8.00 -7.17
-157.17 -200.35 -162.22 -137.79
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u gredi: max T3= 238.57 / min T3= -200.35 kN Ram: H_3 - Grupa: stubovi
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
22.70
0.32 23.59 19.26 21.74 24.72
29.32
28.78
21.93
25.23 24.34
29.94
27.92
21.82
25.10 24.65
22.93
14.52
14.99 7.83
16.89
14.22 11.04 13.81 12.02
40.45 48.45 42.49 30.41
-24.70
-22.41 -22.49 -21.13 7.19
-2.01
-30.03
-27.94
-22.33
-24.73 4.21
-29.29
-28.16
-21.52
-25.38 4.67
-20.84
-18.71 -10.64 -15.46 19.77
-1.14
-12.29 -12.09 -9.54 -8.12 -41.00 -36.70 -41.04 -29.36
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u gredi: max M2= 48.45 / min M2= -41.04 kNm Ram: H_3 - Grupa: stubovi
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
45.80 54.15
19.57
61.45
25.31
63.33
25.40
44.14
5.21
38.83 60.21
15.32
62.53 60.48 26.10
39.56 63.49 64.21 61.74 29.34
122.19 76.92
56.85 58.03 39.62
40.62 47.33 33.07 23.34
69.46 66.28 51.48 79.88
-30.56
-47.05 -56.43 -58.96 -35.01
-29.73
-54.61 -69.01 -67.11 -22.73
-34.87 -58.30 -61.65 -62.71 -34.65
-137.37
-35.74
-89.58
-22.70
-52.51 -48.20 -36.26
-55.91 -64.57 -56.00 -45.59
-15.20 -91.67
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u gredi: max M3= 122.19 / min M3= -137.37 kNm Ram: H_3 - Grupa: stubovi
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
111.88
-211.70 -151.69 223.39
-695.76 -461.04 .59
-447.59 -292.77 75.11
77 -979.74 -737.38
-804.66
-1020.86
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u gredi: max N1= 111.88 / min N1= -1020.86 kN Ram: H_2 - Grupa: stubovi
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
1
3
1
3
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
25.52 20.51 39.08
27.14 20.82 31.75
27.41 21.58 40.50
47.03 28.78 15.69
126.73
35.27
13.60
-21.32 -42.16 -24.25
-22.90 -38.90 -5.32
-22.18 -42.90 -13.48
-31.25 -22.82 -31.47
-48.96 -31.88
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u gredi: max T2= 126.73 / min T2= -48.96 kN Ram: H_2 - Grupa: stubovi
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
35.35 141.19 22.56
36.87 136.32 24.48
31.01 143.59 25.62
23.33 38.00 118.41
29.90 371.96
-129.94 -40.55 -4.41
-110.14 -61.80 -3.02
-112.35 -52.43 -2.72
-1.91 -98.26 -74.28
-63.68 -88.17
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u gredi: max T3= 371.96 / min T3= -129.94 kN Ram: H_2 - Grupa: stubovi
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
166.43
146.77 26.82
135.58
152.42 30.27
130.37
153.75 30.09
28.42
120.10
132.36
49.09
16.03
49.14
259.98
-136.24
-155.10 -26.20
-131.46
-152.55 -29.71
-130.99
-153.30 -30.11
-28.75
-117.89
-132.30
-123.86
-4.29
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u gredi: max M2= 259.98 / min M2= -155.10 kNm Ram: H_2 - Grupa: stubovi
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
30.54
44.98
45.67
22.48
33.18 23.37
43.47
39.75
3.67
32.20
46.19
46.60
57.28 34.88
33.88
9.45 13.57
-29.43
-45.67
26
-33.32
-44.05
.04
-32.22
-46.04
57
9.43
94 -35.64
-36.92
-40.96
-10.61
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u gredi: max M3= 57.28 / min M3= -57.94 kNm Ram: H_2 - Grupa: stubovi
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
{12}
{12}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
1
2
1
2
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
165.42
122.28 -374.67 -407.94
176.04 -184.45 -175.19
2.17 -604.56 -373.79
14.10 -393.29 -274.47
.31 -473.05 -821.97
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u gredi: max N1= 165.42 / min N1= -821.97 kN Ram: H_1 - Grupa: stubovi
{12}
{12}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
1
2
1
2
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
127.40
12.28
8.21 21.06
7.07 14.51
6.67 18.81
3.80 45.95 9.48
-58.32
-21.06
-20.52 -21.13 -27.61
-19.60 -24.13 -25.30
-21.77 -24.92 -31.00
-13.79 -69.08 -27.71
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u gredi: max T2= 127.40 / min T2= -69.08 kN Ram: H_1 - Grupa: stubovi
{12}
{12}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
1
2
1
2
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
7.00 36.19
12.90 32.91
9.16 26.30
11.92 23.87
23.94 5.93 19.83 -6.97
-7.69
-2.10
-12.65 -40.48 -14.37
-6.54 -31.44 -13.41
-8.18 -37.39 -14.00
-7.44 -12.75 -48.31
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u gredi: max T3= 36.19 / min T3= -48.31 kN Ram: H_1 - Grupa: stubovi
{12}
{12}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
1
2
1
2
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
3.11 6.28 0.50 0.33 0.39 0.47 0.53
17.79 50.97 16.95
10.40
40.21 16.06
15.70
42.19 16.62
39.20
17.40 52.98
-2.16
-1.73
-0.74
-1.04
-18.00
-10.52
-45.70
-16.81
-13.99
-34.91 -16.78
-14.15
-43.84 -16.28
21.63
-5.90
-3.89
-13.84 -63.48
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u gredi: max M2= 52.98 / min M2= -63.48 kNm Ram: H_1 - Grupa: stubovi
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
{12}
{12}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
1
2
1
2
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3 9.06
94.69
20.00
24.57 25.08
35.53
24.52 29.43
25.76
25.39 29.08 33.07
2.06
13.68 108.22 35.34 -42.26
-38.15 -31.54
-23.66 -24.58 -41.33
-23.58 -29.69 -42.53
-25.76 -29.48 -41.63
-20.09
-70.26
-32.54
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u gredi: max M3= 108.22 / min M3= -70.26 kNm Ram: H_1 - Grupa: stubovi
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
16.38
0.00
2.34
4.68
7.02
2.34
0.000.00 2.34 4
.68
2.34
4.68
0.00
2.342.34
2.34
0.00
2.34
7.02
7.02
2.34
4.68
2.342.34
2.34
2.34
2.342.34 2.
34
2.342.34
2.34
2.34
2.34
0.00
2.344.68 2.344.68 {14}
{14}
{14}
{14}{15}
{14}
{14}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1}{2}
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u ploči: max Mx= 16.38 / min Mx= 0.00 kNm/m Ram: H_2
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
83.7135.88
11.9623.92
0.00
11.9623.9211.96
11.9611.96
0.00
11.96
11.9611.96 11.96
0.00
11.96 11.96
11.96
11.96
11.96
11.9611.96 23.9211.9623.92
23.92
{14}
{14}
{14}
{14}{15}
{14}
{14}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1}{2}
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u ploči: max My= 83.71 / min My= 0.00 kNm/m Ram: H_2
d = 0.
20 m
d = 0.20 m
d = 0.20 m
d = 0
.20 m
d = 0.20 m
d = 0
.20 m
d = 0.20 m
20.74
2.96 0.00 2.96
0.002.96
0.00
8.89
5.93
2.96
2.96
2.962.962.96
11.86
0.00
2.96
2.96
2.96
0.000.00
0.005.
93
0.00
2.96
5.93
2.96
0.00
0.00
2.96 0.00
2.960.00
0.00
2.965.93 5.93
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.93
{13}
{12}
{12}
{3}{3}{3}{3}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{1}{1} {1}
{1}{1} {1}
{1}{1} {1}
{1}{1} {1}
{1}1
2
1
2
1
21
2
1
2
1
2
1
2
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
2
1
2
12
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u ploči: max Mx= 20.74 / min Mx= 0.00 kNm/m Ram: H_1
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.
20 m
d = 0.20 m
d = 0.20 m
d = 0
.20 m
d = 0.20 m
d = 0
.20 m
d = 0.20 m
63.91
27.3918.269.13 0.
00
9.13
45.6536.52
9.139.13
18.26 18.26 9.13
45.65
0.00
0.000.0
0
18.269.13
27.3936.52
0.000.00
9.130.00
9.13 18.26 9.
13
0.00
0.00
0.00 0.000.
00
{13}
{12}
{12}
{3}{3}{3}{3}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{1}{1} {1}
{1}{1} {1}
{1}{1} {1}
{1}{1} {1}
{1}1
2
1
2
1
21
2
1
2
1
2
1
2
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
2
12
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u ploči: max My= 63.91 / min My= 0.00 kNm/m Ram: H_1
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
12.99
0.00
0.00
1.863
.71
5.57
1.86
1.86
3.71
5.57
0.00 1.86
0.00
1.86
1.86
1.86
3.71
0.00
0.00
1.86
1.86 1.861.86
1.86
0.000.00
0.00
0.00
{11}
{11}
{11}
{11}
{11}
{11}
{1} {2}
{1} {2}
{1} {2}
{1} {2}
{1}
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20 3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u ploči: max Mx= 12.99 / min Mx= 0.00 kNm/m Ram: V_2
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
8.60
7.988.70
8.08
0.001.242.49
2.49
0.001.242.493.73
4.97
6.217.464.97
6.21
2.493.731.24
0.00
1.24
3.73
1.24
2.493.73 0
.00
0.00 1.24
2.49
1.24
0.00
2.49
1.24
2.49
3.734.97 0.00
0.00
1.24
2.49
2.49
3.73
4.976.217.46 0.00
1.24
1.24
0.00
{11}
{11}
{11}
{11}
{11}
{11}
{1} {2}
{1} {2}
{1} {2}
{1} {2}
{1}
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20 3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u ploči: max My= 8.70 / min My= 0.00 kNm/m Ram: V_2
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
12.95
0.00
1.85
1.85
0.00
1.85
0.00
0.00 1.85
0.001.85
5.55
1.85
0.00
1.85 1.85
3.70
3.70
1.85
0.00
1.85
1.85 3.70
3.70
1.85
{12}
{12}
{7}
{11}
{7}
{11}
{7}
{11}
{7}
{11}
{7}
{11}
{11}
{1}{1}
{1}{1}
{1}{1}
{1}{1}
{1}
1
3
1
3
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
21
2
1
2
12
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20 3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11
1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u ploči: max Mx= 12.95 / min Mx= 0.00 kNm/m Ram: V_3
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
88.76
0.00
12.68
0.0012.68
0.00 12.68
0.00
12.68
0.00
0.00
12.68
25.36
{12}
{12}
{7}
{11}
{7}
{11}
{7}
{11}
{7}
{11}
{7}
{11}
{11}
{1}{1}
{1}{1}
{1}{1}
{1}{1}
{1}
13
1
3
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
21
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20 3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11
1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u ploči: max My= 88.76 / min My= 0.00 kNm/m Ram: V_3
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0
.15 m
2.55
0.73
0.73
0.36
0.36
0.00
0.36
0.73
0.36
0.730.360.00 0.
001.46
0.360.000.00
0.00
0.360.730
.730.3
6
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u ploči: max My= 2.55 / min My= 0.00 kNm/m Ram: H_4
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0
.15 m
2.55
0.73
0.73
0.36
0.36
0.00
0.36
0.73
0.36
0.730.360.00 0.
001.46
0.360.000.00
0.00
0.360.730
.730.3
6
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u ploči: max My= 2.55 / min My= 0.00 kNm/m Ram: H_4
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.
15 m
2.92
2.792.09
0.84
0.42
0.420.84
1.26 0.000.42
0.841.26 0.84
0.422.09
0.420.84
0.42
0.420.84
0.00
0.00
0.42
0.84
1.26
0.00
0.42
0.42
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20 3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11
1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u ploči: max My= 2.92 / min My= 0.00 kNm/m Ram: V_6
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.
15 m
2.92
2.792.09
0.84
0.42
0.420.84
1.26 0.000.42
0.841.26 0.84
0.422.09
0.420.84
0.42
0.420.84
0.00
0.00
0.42
0.84
1.26
0.00
0.42
0.42
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20 3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11
1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u ploči: max My= 2.92 / min My= 0.00 kNm/m Ram: V_6
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.
15 m
2.410.35
0.69
1.04
0.35
0.69
1.04
0.00
0.35
0.69
0.69
1.04
0.00
0.00
0.00
0.35
0.35
0.69
0.350.69
0.35
0.691.38
0.35
0.69
1.041.38
0.000.35
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20 3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11
1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u ploči: max My= 2.41 / min My= 0.00 kNm/m Ram: V_7
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.
15 m
5.01
1.43
0.72
0.72
0.72
0.00
0.72
0.72
0.00
0.72
1.43
0.72
0.72
0.72
0.00
0.00
0.00
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20 3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11
1.05
12 1.45
13
Opt. 88: [Anv] 7-86
Uticaji u ploči: max Mx= 5.01 / min Mx= 0.00 kNm/m Ram: V_7
d = 0.20 m 16.8415.09
4.81
14.43
0.00
0.002.41
7.22
2.410.002.41
{11}
{8}
{11}
{8}
{11}
{8}
{11}
{8}
{11}
{11}
{1} {1}
{1} {1}
{1} {1}
{1} {1}
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10 0
1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10
Opt. 88: [Anv] 7-86
Uticaji u ploči: max Mx= 16.84 / min Mx= 0.00 kNm/m Ram: V_8
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.20 m
19.17
20.092.87
5.7417.232.87 0.0
05.742.875.74
0.008.61
17.232.872.87
{11}
{8}
{11}
{8}
{11}
{8}
{11}
{8}
{11}
{11}
{1} {1}
{1} {1}
{1} {1}
{1} {1}
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
12
1
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10 0
1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10
Opt. 88: [Anv] 7-86
Uticaji u ploči: max My= 20.09 / min My= 0.00 kNm/m Ram: V_8
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
Dimenzionisanje (beton)
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
1
3
1
3
1
31
3
1
3
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
0.37
0.41
0.36
0.37
0.36
0.27
0.30
0.30
0.49
0.40
0.07
0.07
0.05
0.04
0.31
0.27
0.16
0.13
0.01 0.05
0.03
0.23
0.21
0.78
0.39 0.07 0.05
0.09 0.22 0.09
0.38
0.42
0.36
0.37
0.37
0.27
0.31
0.31
0.50
0.41
0.07
0.07
0.05
0.04
0.32
0.28
0.17
0.13
0.01 0.05
0.03
0.23
0.21
0.79
0.40 0.07 0.06
0.09 0.22 0.09
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, B500B
Armatura u gredama: max Aa2/Aa1= 0.79 cm2 Ram: H_3 - Grupa: stubovi
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1.13
1.25
1.08
1.11
1.09
0.81
0.91
0.92
1.49
1.21
0.21
0.22
0.15
0.11
0.95
0.82
0.49
0.40
0.04 0.15
0.08
0.68
0.63
2.35
1.18 0.22 0.16
0.26 0.66 0.26
1.13
1.24
1.08
1.10
1.08
0.80
0.91
0.91
1.49
1.21
0.21
0.21
0.15
0.11
0.94
0.82
0.49
0.39
0.04 0.15
0.08
0.68
0.63
2.34
1.18 0.22 0.16
0.26 0.66 0.26
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, B500B
Armatura u gredama: max Aa3/Aa4= 2.35 cm2 Ram: H_3 - Grupa: stubovi
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
{11}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
11.74 10.01 12.28 2.98
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, B500B
Armatura u gredama: max Aa,uz= 12.28 cm2 Ram: H_3 - Grupa: stubovi
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
3.23
2.32
4.15
3.76
0.34
0.36
0.82
0.67
3.58
3.55
1.30
1.25
3.80
3.76
0.07
0.05
3.02
3.07
0.47
1.62 2.90
3.25
2.33
4.17
3.79
0.35
0.36
0.83
0.67
3.60
3.58
1.30
1.26
3.82
3.78
0.07
0.05
3.04
3.09
0.47
1.64 2.92
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, B500B
Armatura u gredama: max Aa2/Aa1= 4.17 cm2 Ram: H_2 - Grupa: stubovi
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
1
3
1
3
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
0.93
0.67
1.40
1.27
.03
.08
0.24
0.19
1.20
1.20
0.37
0.36
1.28
1.27
0.20
0.16
1.02
1.03
0.16
0.55 0.84
0.92
0.66
1.37
1.25
1.03
1.07
0.23
0.19
1.18
1.18
0.37
0.36
1.26
1.25
0.20
0.16
1.00
1.02
0.15
0.54 0.82
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, B500B
Armatura u gredama: max Aa3/Aa4= 1.40 cm2 Ram: H_2 - Grupa: stubovi
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0.14 1.06
0.91
1.14
0.36
2.29 6.54
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, B500B
Armatura u gredama: max Aa,uz= 6.54 cm2 Ram: H_2 - Grupa: stubovi
{12}
{12}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
1
2
1
2
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
2.34 0.97
1.09
1.15
1.02
1.04
0.24
0.15
0.05 0.02
0.54
0.45
0.38
0.30
0.05
0.02
0.33 2.38
0.99
1.09
1.16
1.03
1.05
0.24
0.16
0.05 0.02
0.55
0.46
0.38
0.30
0.06
0.02
0.34
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, B500B
Armatura u gredama: max Aa2/Aa1= 2.38 cm2 Ram: H_1 - Grupa: stubovi
{12}
{12}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
1
2
1
2
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
4.73 1.96
0.37
0.39
0.34
0.35
0.72
0.46
0.02 0.05
0.18
0.15
0.13
0.10
0.17
0.07
1.00 4.70
1.95
0.36
0.38
0.34
0.34
0.72
0.46
0.02 0.05
0.18
0.15
0.13
0.10
0.17
0.07
1.00
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, B500B
Armatura u gredama: max Aa3/Aa4= 4.73 cm2 Ram: H_1 - Grupa: stubovi
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
{12}
{12}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
1
2
1
2
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
2.63
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, B500B
Armatura u gredama: max Aa,uz= 2.63 cm2 Ram: H_1 - Grupa: stubovi
d = 0.15 m
d = 0.15 m
{5}{5}{5}{5}1
3
1
3
1
3
1
3
3.13
3.42
5.13
4.21
5.07
4.18
4.40
4.53
1.31
0.35
0.42
0.44
0.51
0.50
0.86
0.73
0.69
0.83
0.82
1.26
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, B500B
Armatura u gredama: max Aa2/Aa1= 5.13 cm2 Nivo: [2.60 m]
d = 0.15 m
d = 0.15 m
{5}{5}{5}{5}1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, B500B
Armatura u gredama: max Aa,uz= 0.00 cm2 Nivo: [2.60 m]
d = 0.15 m
{3}{3}{3}{3}
{2}
{1}
{1}
{1}
{1}
{1}
{1}
{1}
{2}
{3} {3} {3} {3}
13
1
3
1
3
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0.59
0.64
1.14
0.89
0.71
1.40
0.55
0.59
0.42
0.58
1.11
2.15
1.59
0.86
0.29
0.46
1.80
0.65
0.59
0.23
0.68 0.33 0.39 0.59 0.70
0.71 0.82 0.74 0.65
0.84 0.60 0.49
0.40 0.40 0.36 0.30 0.62 0.57
0.57 0.64 0.77 0.58
0.82
1.47
0.68
0.60
0.61
0.84
0.66
0.84
0.91
0.18
0.63 0.75 0.71 0.82
0.79 0.91
0.63
0.65
0.65
0.76
0.58
0.74
0.78
1.14 1.15
0.52
1.40
1.20
0.30
2.35
2.77
2.42
1.98
1.13
1.01
3.63
2.57 3.46
2.89
2.51
3.22
3.41
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, B500B
Armatura u gredama: max Aa2/Aa1= 3.63 cm2 Nivo: [3.60 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m
{3}{3}{3}{3}
{2}
{1}
{1}
{1}
{1}
{1}
{1}
{1}
{2}
{3} {3} {3} {3}
1
3
1
3
13
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0.64
0.59
1.28
0.51
1.67
0.25
0.35
0.44
0.63
0.30
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, B500B
Armatura u gredama: max Aa,uz= 1.67 cm2 Nivo: [3.60 m]
d = 0.15 m
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0.20
2.07
0.63
0.36
0.39
0.50
1.19
0.65
0.35
0.26
0.25
0.36
0.92
1.68 0.57 0.60 0.71 0.65
0.67 0.77 0.88
1.16
0.51 0.31 0.27 0.28 0.53 1.17
0.85 0.47 0.46 0.48 0.39
0.37
1.90
1.39 0.78 0.30 0.44 0.43 0.53 0.61 0.89
0.79
0.71
0.81
0.58
0.74
0.68
0.76
0.93
0.77
0.29
0.20
0.22
0.32
0.78
0.71
0.42
0.45
0.53
0.41
0.49
0.52
0.59
1.11
0.48
0.34
0.17
0.26
0.38
0.80
0.49
3.25
0.83 0.38 0.42 0.65 0.68
0.98 1.01 0.85
1.19
0.66 0.54 0.44 1.00 0.67
0.58
1.09
1.12
1.36
0.68
1.28
1.39
0.82
0.66
0.61
0.94
0.69 0.78
1.19
1.03
0.97
0.96
0.70
0.72
0.94 0.78 0.99
0.38
1.85
1.19
3.36
1.42
3.51
3.66
3.47
0.78
2.45
1.64
2.12
1.82
3.89
3.79
3.69 3.59 1.94
2.42
3.40
2.73
3.68
3.95
4.15
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, B500B
Armatura u gredama: max Aa2/Aa1= 4.15 cm2 Nivo: [6.50 m]
d = 0.15 m
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
94
3.00
0.44
0.31
0.43
0.96
0.93
0.16
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, B500B
Armatura u gredama: max Aa,uz= 3.00 cm2 Nivo: [6.50 m]
d = 0.15 m
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
1
3
1
3
13
0.12
1.17
0.93 1.06 1.01
0.99
0.95
0.70
0.75
0.68 0.76
1.22
1.57
0.95
0.61
0.69
0.67
1.04
1.65
0.78
1.41
1.30
0.67 0.58
1.05 0.94
0.64 0.47 0.39 0.93
0.83 0.36 0.41 0.61 0.66
0.95 0.92 0.80
3.28
0.73
1.18
0.48
0.34
0.30
0.32
0.52
0.55
0.83
0.72
0.47
0.44
0.53
0.26
0.41
0.52
0.50
0.65
0.78
0.54
0.39
0.26
0.18
0.17
0.27
0.47
0.83
0.78
0.69
0.66
0.72
0.68
0.84
0.92
1.37
0.53 0.23 0.33 0.36 0.41 0.63
0.81 0.55 0.43 0.32 0.32 0.26 0.60
1.54
1.34
0.45 0.29 0.27 0.39 0.47 1.25
1.49 0.49 0.57 0.46 0.61
0.83 0.85 0.91
0.70
0.55
0.26
0.19
0.34
0.87
1.43
0.50
0.31
0.34
1.08
0.35 4.49
0.89
3.88 3.48
2.93
3.72
2.60
2.25
3.55 3.46
3.74
1.63
3.92
2.32
1.63
2.44
0.88
3.35
2.38
2.67
1.42
3.16 1.27
1.68
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, B500B
Armatura u gredama: max Aa2/Aa1= 4.49 cm2 Nivo: [9.40 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
0.19
1.11
0.99
1.05
0.21
0.40
3.73
1.73
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, B500B
Armatura u gredama: max Aa,uz= 3.73 cm2 Nivo: [9.40 m]
d = 0.15 m
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0.12
1.17
0.93 1.06 1.01
0.99
0.95
0.70
0.75
0.68 0.76
1.22
1.57
0.95
0.61
0.69
0.67
1.04
1.65
0.78
1.41
1.30
0.67 0.58
1.05 0.94
0.64 0.47 0.39 0.93
0.83 0.36 0.41 0.61 0.66
0.95 0.92 0.80
3.28
0.73
1.18
0.48
0.34
0.30
0.32
0.52
0.55
0.83
0.72
0.47
0.44
0.53
0.26
0.41
0.52
0.50
0.65
0.78
0.54
0.39
0.26
0.18
0.17
0.27
0.47
0.83
0.78
0.69
0.66
0.72
0.68
0.84
0.92
1.37
0.53 0.23 0.33 0.36 0.41 0.63
0.81 0.55 0.43 0.32 0.32 0.26 0.60
1.54
1.34
0.45 0.29 0.27 0.39 0.47 1.25
1.49 0.49 0.57 0.46 0.61
0.83 0.85 0.91
0.70
0.55
0.26
0.19
0.34
0.87
1.43
0.50
0.31
0.34
1.08
0.35 4.49
0.89
3.88 3.48
2.93
3.72
2.60
2.25
3.55 3.46
3.74
1.63
3.92
2.32
1.63
2.44
0.88
3.35
2.38
2.67
1.42
3.16 1.27
1.68
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, B500B
Armatura u gredama: max Aa2/Aa1= 4.49 cm2 Nivo: [9.40 m]
d = 0.15 m
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0.19
1.11
0.99
1.05
0.21
0.40
3.73
1.73
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, B500B
Armatura u gredama: max Aa,uz= 3.73 cm2 Nivo: [9.40 m]
d = 0.15 m
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
1
3
1
3
13
0.12
0.12
0.99
0.75 0.60 0.45 0.39 0.92
1.08 0.85 1.02
1.12
1.01
0.96
0.75
0.72
0.69 0.71
0.99 1.29
1.39
0.60
0.69
0.67
1.05
1.45
1.37
0.74 0.59
1.06
0.71
0.49
0.29
0.51
1.06
0.69
0.43
0.28
0.13
0.14
0.20
0.35
0.76
1.47 0.48 0.67 0.74
0.61 0.78 0.93
1.30
0.48 0.31 0.28 0.43 0.53 1.52
0.72 0.44 0.40 0.45 0.34 0.25 0.58
1.35
1.25
0.50 0.22 0.31 0.30 0.38 0.42 0.50
0.82 0.36 0.39 0.59 0.65
0.95 0.95 0.78
0.61
0.46
0.51
0.52
0.49
0.42
0.52
0.48
0.59
1.17
0.46
0.33
0.30
0.31
0.51
0.61
0.78
0.66
3.07
0.68
0.62
0.77
0.54
0.70
0.77
0.89
0.92
0.76
0.50
0.39
0.26
0.16
0.16
0.25
0.35
0.51
0.84
0.36
3.28
3.58
0.85
4.04 3.52
2.97
3.83
3.24
3.51
1.87
1.33
3.26
1.41
2.55
2.19
3.59
2.47
1.61
1.67
1.03
4.57
3.42
0.82
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, B500B
Armatura u gredama: max Aa2/Aa1= 4.57 cm2 Nivo: [12.20 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
0.17
1.18
1.03
0.56
.68 0.42
3.15
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, B500B
Armatura u gredama: max Aa,uz= 3.15 cm2 Nivo: [12.20 m]
d = 0.15 m
{15}
{15}
{15}
{15}
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0.25
0.52
0.20
0.15
0.17
0.12
0.11
0.08
0.09
0.45
0.28
0.13
0.24
0.28
0.11 0.15
0.25 0.11 0.11 0.12 0.11 0.56
0.44 0.11 0.13 0.12 0.21
0.21
0.07 0.08 0.27
0.67
0.14 0.18 0.11
0.46
0.41
0.11
0.63
0.71
0.13
0.21
0.17
0.13
0.16
0.11
0.11
0.48
0.72
0.11
0.18
0.15
0.12
0.65
0.66
0.12
0.14
0.59
0.63
0.10
0.10
0.16
0.13
0.17
0.29
0.15
0.11
0.11
0.10
0.55
0.43
0.49
0.84
0.13 0.14
0.39 0.22 0.19 0.16 0.44
0.54
0.17 0.14
0.88
0.66
0.49
2.13
0.38
0.40
1.73
0.87
0.65
0.41
0.12
0.17
0.50
0.46
0.33 0.26 0.26 0.25 0.22 0.22 0.28 0.88
0.26
2.06
1.92
2.30
2.01
2.34
2.20
1.86
1.74
1.33
2.10
0.81
0.35
2.16
2.70
2.48 2.73 2.16
2.75
3.76
4.56
2.50
2.95
3.18
3.28
1.47
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, B500B
Armatura u gredama: max Aa2/Aa1= 4.56 cm2 Nivo: [15.00 m]
d = 0.15 m
{15}
{15}
{15}
{15}
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
2.07
1.47
0.11
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, B500B
Armatura u gredama: max Aa,uz= 2.07 cm2 Nivo: [15.00 m]
d = 0.40 m
d = 0.40 m
13.62
14.9815.44 15.22
0.00
0.0 0
0.00
0.00
1.93
1.93
1.93 1
.93
3.86
5.79
3.86
5.79
3.86
5.79 3
.867.
72
9.66
7.7213.52 7
.72
13.52
5.79
7.72
0.00
1.93
1.93
1.93
3.86
3.86
3.86
1.93
5.79
7.72
5.79
7.72
9.66
5.79
7.72
9.66
3.86
9.66
5.79
1.93
1.93 1.93
7.72
1.93
3.865.790.00
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 1 - max Aa1,d= 15.44 cm2/m Nivo: [0.00 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.40 m
d = 0.40 m
17.78
0.00
0.00 0.002.22 2.22 2.22
4.45
6.67
8.89
13.34
4.456.67
8.8911.114.45
6.67
8.8911.11
2.224.456.67
0.00
2.22
2.22
4.45
4.45
6.676.67
8.8911.11
8.8911.11 8.89
11.1113.3411.11
0.00
2.22
2.22
0.00
0.00
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 2 - max Aa2,d= 17.78 cm2/m Nivo: [0.00 m]
d = 0.40 m
d = 0.40 m
-8.53
0.00 -1.07
0.00
0.00
0.00
-2.13
0.00
0.00
0.00
-1.07
-1.07
-1.07
-3.20
-4.27
-2.13
-2.13
-2.13
0.00
-3.20
0.00
-3.20
0.00
-1.07
-5.34
0.00
-1.07
-6.41 -3.20
0.00
0.00
-4.27
-2.13
-7.47
-2.13
-5.34
0.00
0.000.00
-5.34 0.00
-6.41
0.00
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 1 - max Aa1,g= -8.53 cm2/m Nivo: [0.00 m]
d = 0.40 m
d = 0.40 m
-7.58
0.00
-0.95
0.00 0.00 0.00
-1.89-1.89
0.00
0.00
0.00 0.00 0.00
-1.89-2.84
-3.79 -2.84-4.7
4-3.79-4.74
0.00
-2.84-0.95 -2.84 0.00 0.00
0.00
-1.89
-0.95
-2.84 -1.89-2.84
-3.79-4.74
-5.68-3.79
-6.63
-0.95
0.00
0.00 0.00
-1.89
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 2 - max Aa2,g= -7.58 cm2/m Nivo: [0.00 m]
d = 0.15 m
d = 0.15 m
2.47
0.00
0.00
0.00
0.31
0.31
0.31
0.62 0.62 0.
62
0.62
0.620.62
0.93
0.00
0.31
0.31
1.24
0.93
0.93
1.240.620.62
0.93
0.00
0.31
0.00
{5}{5}{5}{5}1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 1 - max Aa1,d= 2.47 cm2/m Nivo: [2.60 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m
d = 0.15 m
1.611.61
1.83
1.63
0.00
0.00
0.000.230.460.690.921.141.371.60 1.60 1.601.140.920.
230.00 0.230.460.69
1.37 0.690.23 0.46
1.37 0.23
0.00
0.23
0.23
0.00
0.23
0.23
0.23
0.46
0.690.00
0.46
0.230.000.46
0.23
{5}{5}{5}{5}1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 2 - max Aa2,d= 1.83 cm2/m Nivo: [2.60 m]
d = 0.15 m
d = 0.15 m -2.12
-2.02-1.93 -1.94
0.00
-0.26
-0.26
-0.26
-0.53
0.00
0.00
-0. 80
-0.53
-1.06
0.00 0.00
-1.33
-1.06
-0.26
-1.59
-0.53-0.26-0
.80
-0.53
-0.26-0.53
0.00
-1.86
-0.80
-1.86
-1.33
-1.86
-0.80
-1.33
-0.26
-0.53
-1.06
-0.80
-1.33
-1.06
-1.06
-0.53 0.00
-0.53
0.00
0.00
0.00
-0.26
0.00
-0.80
0.00
{5}{5}{5}{5}1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 1 - max Aa1,g= -2.12 cm2/m Nivo: [2.60 m]
d = 0.15 m
d = 0.15 m
-3.18-3.42
-0.430.00-0.86-1.28-1.71-2.14
0.00
-0.430.00 0.00
0.00
-0.43
-0.43-2.99
0.00-0.43 -0.43
-0.86
0.00
-0.43
-0.86-0.
430.000.00
0.00 0.00
0.00-0.43
{5}{5}{5}{5}1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 2 - max Aa2,g= -3.42 cm2/m Nivo: [2.60 m]
d = 0.15 m
2.03
0.00
0.25
0.51
0.76 1.010.000.25
0.00
0.25
0.51
0.761.01
0.00
0.00
0.2 5
0.51
0.76
1.01
0.0 0
0.25 0.00
0.25
0.51
0.76
1.01
0.51
0.0 0
0.25
1.27
1.52
1.27
1.27
1.27
1.78
1.52
1.52
0.51 0
.25
0.760.00
0.25
1.01
0.25
0.76
0.00
0.25
1.27
0.51
1.01
0.51
1.52
0.76
1.27
0.76
1.52
1.01
0.00 0.00
0.51 0
.00
0.00
0.00
0.25
{3}{3}{3}{3}
{2}
{1}
{1}
{1}
{1}
{1}
{1}
{1}
{2}
{3} {3} {3} {3}
13
1
3
1
3
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 1 - max Aa1,d= 2.03 cm2/m Nivo: [3.60 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m
2.81
3.15
2.92
0.00 0.00 0.00 0.00
0.39
0.00
0.00
0.39
0.00
0.00
0.79 0.79
0.79
1.18
1.18
0.791.18
1.18
0.390.79 0
.00
0.00
0.00
0.39
0.390.79 0.39
0.79
0.79
1.18 0.39
0.79
0.00
1.18
1.18
1.58
0.000.00
0.39
0.00
{3}{3}{3}{3}
{2}
{1}
{1}
{1}
{1}
{1}
{1}
{1}
{2}
{3} {3} {3} {3}
1
3
1
3
13
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 2 - max Aa2,d= 3.15 cm2/m Nivo: [3.60 m]
d = 0.15 m
-3.44-3.21
-3.21 -3.13-0.86
-1.72
-1.29
-0.86
-0.43
0.00
-0.43
-1.29
-0.86
-0.43
-0.43
-1.29
-0.86
-0.43
0.00 -0.43
-0.86
-0.43
-2.58
-2.15
-1.72
-2.15
-1.72
-1.72
-1.29-1.72-1.29
-2.58 -0.86
-0.43
0.00 0.00
-0.86
-0.43
-1.29
-2.58
-2.15
-1.29
-0.86
-0.43
0.00
-0.43
0.00
-2.58
-0.43
-0.86
-0.43
-1.29
-2.15-1.72
-1.72
0.00
-1.72
-1.29
0.00 -0.43
0.00
-1.72
0.00
-0.43
-2.58
-2.15
-1. 29
-0.86-3
.01 -
3.01
-1.29
-1.72
0.00
-0.86 -
0.430.00
0.00-0.43 -0
.43
-0.86
{3}{3}{3}{3}
{2}
{1}
{1}
{1}
{1}
{1}
{1}
{1}
{2}
{3} {3} {3} {3}
1
3
1
3
1
3
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 1 - max Aa1,g= -3.44 cm2/m Nivo: [3.60 m]
d = 0.15 m -3.43
0.00-0.43
0.00 0.00-0.43
0.00-0.86
-1.72
-1.29 -1.29-1.72
-0.86-1.72
-1.29-1.29-0.86
-0.43
0.00
-0.43-0.86-2.15 -2
.58
-0.43-0.86
-0.43-0.43 -0.86
-1.29-1.72 -1.720.00 -1.72-1.72 -2.15 -2.15 -3.01-2.58
-0.43
-0.43
0.00
-0.43
0.00 -0.86
0.00
0.00
0.00
-0.43 -0.43 -0.43 -0.43-0.43-0
.86
-0.43 -0.86
-1.29-1.72
-0.86
-0.86-0.43
0.00
{3}{3}{3}{3}
{2}
{1}
{1}
{1}
{1}
{1}
{1}
{1}
{2}
{3} {3} {3} {3}
1
3
1
3
1
3
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 2 - max Aa2,g= -3.43 cm2/m Nivo: [3.60 m]
d = 0.15 m
2.12
1.86
0.00
0.26
0.53
0.26
0.00
0.00
0.26
0.53
0.26
0.00
0.53
0.80
0.00
0.26
0.53
0.80
0.26 0.00
0.00
0.26
0.53
0.26
0.00
1.061.33
0.80 0.80
1.06
1.06
1.59
1.06 1.33
1.33
1.86
1.59 1.59
0.53
0.000.26
0.00
0.26
0.53
0.26
0.26
0.53
1.06
0.26
0.80
1.33
0.53
0.53
1.06 0.53
0.80
0.26
0.00
1.59 0
.00
1.33
1.06
1.33
1.86
1.59
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
1
3
1
3
13
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 1 - max Aa1,d= 2.12 cm2/m Nivo: [6.50 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m
2.01
1.84
0.00
0.000.25 0.50
0.00
0.76
1.01
1.011.26 1.01
1.26
1.01
1.26
1.51
1.26
1.51 1.511.77
1.51
0.50 0.250.000.00
0.000.25
0.00
0.25
0.000.250.50
0.761.01 0.25
0.50
0.760.500.76
1.261.260.76
1.01
1.01
0.250.50
0.00
1.01
1.26
1.51
1.26
1.26 1.77
0.00
0.000.25
0.00
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 2 - max Aa2,d= 2.01 cm2/m Nivo: [6.50 m]
d = 0.15 m
-3.55-3.87
-0.48
0.00
0.00
0.00
0.00
0.00
-1.45
-0.97
-0.48
-1.45
-0.97
-0.48
-1.45
-0.97
-0.48
-0.48
0.00
0.00
-0.48
-1.45-0.97
-2.42
-1.93
-1.93
-0.97
-0.48
0.00
0.0 0
-0.48-0.97
-1.93
-2.42
-2.42
-0.48
-0.48
-1.93
-0.48-1.45
-0.97
-1.45
-1.45 -1.45 -
0.97
-1.45-0.97
-1.93 0.00
-0.48
0.00
0.00
-2.90-2.42
-2.42-1.93
0.00
0.00
0.00
-3.39
-1.45
-0.48
-0.48
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 1 - max Aa1,g= -3.87 cm2/m Nivo: [6.50 m]
d = 0.15 m -4.75
0.00 0.00 0.00-0.59-1.19 -0.59
-1.19-0.590.00
-0.59-1.78 -1.78
-0.59-1.78
0.00-0.59-1.19
-1.19
-1.78
-1.78 -2.38-0.59-1.78 -2.38 -2.38
-2.97-4.16
-3.560.00-1.78
0.00 -0.59
0.00
-1.190.00-0.59
-1.19
-2.38
-0.59
0.00 -0.59-0.59-1.19-0
.59 -1.19-0.59
0.00 0.00
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 2 - max Aa2,g= -4.75 cm2/m Nivo: [6.50 m]
d = 0.15 m
1.86
2.11
0.00
0.26
0.53
0.26 0.00
0.00
0.26
0.53
0.26
0.00
0.53
0.80
0.00
0.26
0.53
0.800.26
0.00
0.00
0.26
0.53
0.26
0.00
1.06
1.33
0.80
0.80
1.06
1.061.59
1.06 1.33
1.33
1.86
1.59
0.00
0.26
0.00
0.26
0.530.53
0.00
0.26 0.53
1.06
0.26
1.33
0.53 0.53
1.06 0.53
0.001.59 0
.00
0.00
1.33 0.80
1.06
1.86
1.59
1.33
1.59
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
1
3
1
3
13
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 1 - max Aa1,d= 2.11 cm2/m Nivo: [9.40 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m
1.85
2.06
0.00
0.000.26 0.510.00
0.77
1.03 1.03
1.29 1.03 1.29 1.031.54
1.29
1.29
1.80 1.54
1.54
0.51 0.26 0.000.00
0.00
0.260.00
0.26
0.26 0.260.510.77 1
.03
0.51
0.510.77
1.29
0.77
0.771.03
1.03
0.260.51
0.00
1.031.291.54
1.29
1.80
0.00 0.26
0.00
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 2 - max Aa2,d= 2.06 cm2/m Nivo: [9.40 m]
d = 0.15 m -3.45
-3.89
-3.48
-3.73
-0.49
0.00
0.00
0.00
0.00
0.00
-1.46
-0.97
-0.49
-1.46
-0.97
-0.49
-1.46
-0.97
-0.49
-0.97
-0.49
0.00
0.00
-0.49-
1.46
-0.97
-1.95
-1.95
-0.97
-0.49
0.00
0.00
-0.49
-0.97
-1.95
-2.43
-2.43
-2.43
-0.49
-0.49
-0.49
-1.46
-0.97
-1.46
-1.46
-1.95
-1.46
-1.46-0. 97
-1.95 0.
00
-0.49
0.00
0.00
-2.92
-2.43
0.00-2.92
-2.43
-1.95
0.00
0.00-3.40
-1.46
-1. 46
-0.49
-0.49
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 1 - max Aa1,g= -3.89 cm2/m Nivo: [9.40 m]
d = 0.15 m -4.88
0.00 0.00 0.00-0.61-1.22 -0.61
-1.22-0.61 0.00-0.61
-1.83 -1.83 -0.61
-1.83
0.00-0.61
-1.22
-1.83-1.83
-2.44-0.61-1.83 -2.44 -2.44
-3.06-4.28
-3.670.00-1.83 -0.61 -0.61
0.00 -0.61
0.00
-1.22
-1.83 0.00-1.22
-0.61-1.22
-3.06
0.00 -0.61 -0.61-0.61
-1.22-0.610.00
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 2 - max Aa2,g= -4.88 cm2/m Nivo: [9.40 m]
d = 0.15 m
1.88
2.13
0.00
0.270.54
0.00
0.00
0.27
0.5 4
0.27
0.000.800.00
0.27
0.54
0.80 0.27 0.00
0.00
0.27
0.54
0.27
0.00
1.0 7
1.34
0.80
0.80
1.07
1.071.61
1.07 1.34
1.34
1.87
1.61
0.00
0.27
0.00
0.27
0.54
0.27
0.27 0.54
1.07 0.27
1.34
0.54
0.270.54 1.07
0.54
0.00
1.61
0.00
1.34
0.80
1.07
1.34
1.87 1.61 1.61
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
1
3
1
3
13
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 1 - max Aa1,d= 2.13 cm2/m Nivo: [12.20 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m
2.07
1.86
0.00 0.260.52
0.78
1.04
1.041.30
1.04 1.30 1.04
1.56 1.30
1.56
1.301.82
1.56
0.520.260.000.00
0.00
0.26
0.26
0.26 0.260.520.78 0.260.52
0.520.78
0.00
1.041.30 0.
78
0.78
1.04
1.04
0.000.260.52
1.041.30
1.560.78
1.30 1.82
0.00 0.26
0.00
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 2 - max Aa2,d= 2.07 cm2/m Nivo: [12.20 m]
d = 0.15 m
-3.83
-3.91
-4.03
0.00
-0.50
0.00
0.00
0.00
0.00
0.00
-1.51
-1.01
-0.50
-1.51
-1.01
-0.50
-1.51
-1.01
-0.50
-1.01
-1.01
-0.50
0.00
0.00
-0.50
-1.51
-1.01-2.02
-2.02
-1.01
-0.50
0.00
0.00
-0.50
-1.01
-2.02
-2.53
-2.53
-2.53
-0.50 -0.50
-0.50
-1.51
-1.01 -1.51
-1.51 -
2.02
-1.51
-1.01-0.50
-1.01
-2.53
-2.02 0.
00
-0.50
0.00
-1.51
0.00
-3. 54-2.53
0.00
-2.53
-2.02
0.00
-3.54
-1.51
-0.50-2.53
0.00
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 1 - max Aa1,g= -4.03 cm2/m Nivo: [12.20 m]
d = 0.15 m -4.64
0.00 0.00-0.58-1.16
-0.58-1.16-0.58 0.00
-0.58-1.74 -1.74
-0.58
-1.74
0.00-0.58-1.16
-1.16
-1.74-2.33-1.74
-2.33
-2.91
-0.58
-1.16-1.74 -1.74
-2.91
-2.33 -4.07-3.49
-1.74-0.
580.00
0.00
-1.16-2.33
-1.74
0.000.00 -1.16
-0.58-1.16-2.33
0.00 -0.58 -0.58
-0.58 -1.16-0.58
0.00
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 2 - max Aa2,g= -4.64 cm2/m Nivo: [12.20 m]
d = 0.15 m
2.62
2.61
0.00
0.00
0.33
0.33 0.00
0.00
0.33
0.00
0.33
0.00
0.00
0.33
0.00
0.00
0.00
0.33
0.330.66
0.66
0.66
0.99
0.66
0.991.32
0.99
1.64
1.32
1.97
0.99
1.32
1.64
0.00 0.0
0
0.00
0.00
0.33
0.33
0.00
0.33
0.33 0.33
0.00
0.99 0.33
0.33
0.33
0.66
1.32
0.99 0.66
0.99
0.00
0.66
0.99
1.64
0.66
1.32
0.99
1.32
0.990.99
0.33
0.00
0.00
0.66
0.00
0.00
{15}
{15}
{15}
{15}
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
1
3
1
3
13
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 1 - max Aa1,d= 2.62 cm2/m Nivo: [15.00 m]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m
2.47
2.59
2.45
0.000.00
0.32 0.32
0.00
0.320.65
0.65
0.65
0.65
0.980.9
8 0.98
0.98
0.32
1.30
1.301.63
1.301.3
0 1.631.30 1.63 1.63 0.98
0.00
0.00 0.000.000.320.00
0.32
0.32
0.32 0.650.981.30
0.00
1.30 0.650.98
0.65
0.65
0.65
0.32
0.98
0.98 1.301.631.30 0.980.32 0.32 0.98
0.320.650.98 0.980.65
0.00 0.000.32
{15}
{15}
{15}
{15}
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 2 - max Aa2,d= 2.59 cm2/m Nivo: [15.00 m]
d = 0.15 m
-5.01
-4.60
-5.07
0.00
-0.63
-0.63
0.00
0.00
0.00
0.00
0.00
0.00 -0.63
-0.63
0.00
-1.27
-0.63
-1.27
-0.63
-0.63
-1.90
-1.90
-2.54
-1.27
-1.27
-1.27
-1.27
-1.27
-1.27
-0.63
-0.63
-1.27
-1.90
-1.27
0.00
-1.27
-2.54
-1.90
-1.90
-1.27 -1.90
0.00
-2.54
-4.45
0.00
-1.90
-2.54
-4.45
0.00
-1.90-
1.90
-3.17
-0.63 -
2.54
-1.90
-3.17
{15}
{15}
{15}
{15}
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 1 - max Aa1,g= -5.07 cm2/m Nivo: [15.00 m]
d = 0.15 m -4.88
-4.38-4.79
0.00 0.00-0.61-0.61
-0.61-1.22-1.83 -1.22
-1.22-1.22
-1.22-1.83-1.22
0.00
0.00
-0.61
-1.22
-1.22-1.83
-1.83-2.44
-1.22
-1.83
-2.44 -3.06
-1.22-3.67
-1.83 -1.83
-1.83
-1.83
0.00
-1.22
-1.83
0.00
-1.22-1.22-1.83
0.00
0.00
-0.61 -1.22-1.22-1.22 -1.22 -2.44 -1.83-1.83-1.22
-1.22 -1.220.00
0.000.00
{15}
{15}
{15}
{15}
{2}
{1}
{1}
{1}
{1}
{1} {1}
{1}
{1}
{1}
{2}
{2}
{1} {1} {1} {1}
{1}
{1}
{1}
{1}
{1} {1}
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 2 - max Aa2,g= -4.88 cm2/m Nivo: [15.00 m]
d = 0.20 m
-2.30-2.02
-0.58
-0.29
-0.87-1.15-0.58 -0.29
-0.29
0.00-0.58
-0.29
0.00
-0.58-0.87-1.15
-0.29
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 2 - max Aa2,g= -2.30 cm2/m Ram: H_6
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.20 m
-3.02
-0.38
-0.38-0.75 -0.750.00 0.00 0
.00
-0.38-0.75-1.13-1.51-1.89-2.2
7-2.64
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 1 - max Aa1,g= -3.02 cm2/m Ram: H_6
d = 0.20 m
2.31
0.87
0.29
0.58 0.871.160.58 0.29
0.29
0.00
0.580.29
0.00
0.580.871.16
0.29
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 2 - max Aa2,d= 2.31 cm2/m Ram: H_6
d = 0.20 m
3.03
0.38
0.380.76 0.760.00 0.00 0
.00
0.380.761.141.521.902.282.66
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1
2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 1 - max Aa1,d= 3.03 cm2/m Ram: H_6
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
15.0915.01
0.00
1.89
3.78
0.00
0.000.00
1.89
1.89
0.00 0.00
1.89
0.00
1.89
0.001.89 0.00
1.89
0.00
1.89
0.00
1.89
0.00
0.00
1.89 1.89
0.001.89
1.89 1.89
0.00 0.00
1.891.89
0.00
1.89
0.000.00
1.89
0.00
0.00 0.001.89
1.89
1.890.00 0.00
1.89 1.89{14}
{14}
{14}
{14}{15}
{14}
{14}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1}{2}
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 1 - max Aa1,d= 15.09 cm2/m Ram: H_2
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
15.11 14.56
0.001.89
0.00
0.00
1.890.00 1.89
3.78 3.78 5.67
1.89
3.78
0.00
0.00
1.89
3.78
5.675.
67
1.89
0.00
1.89
1.89
0.00
1.89
0.00
0.001.89
0.001.89
0.00
0.001.89
0.009.4
4 0.00
1.89
0.00 1.890.00
0.00
1.89 0.00
0.001.89
1.89 1.89
0.00
1.891.89
1.893.78 1
.89
0.00
1.89 1.891.89 {14}
{14}
{14}
{14}{15}
{14}
{14}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1}{2}
1
21
2
1
2
1
2
1
2
1
2
1
2
1
3
1
3
1
3
1
31
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
12
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 2 - max Aa2,d= 15.11 cm2/m Ram: H_2
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
-15.02-14.94
-3.76
0.00
0.00
0.000.00
-1.88
-1.88
0.00 0.00
-1.88
0.00
-1.88
-3.760.00 0.
00
-1.88
0.00
-1.88
0.00
-1.88
0.00
0.00
-1.88 -1.88
0.00-1.8
8-1.88 -1.88
0.00 0.00
-1.88-1.88
0.00
-1.88
0.000.00
-1.88 0.00
0.00 0.00-13.14
-3.76
-1.880.00 0.00
-13.14
-3.76
{14}
{14}
{14}
{14}{15}
{14}
{14}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1}{2}
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 1 - max Aa1,g= -15.02 cm2/m Ram: H_2
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
-15.03 -14.50
-1.880.00
0.00
0.00
-1.88
0.00 -1.88 -3.76 -
5.64
-1.88
-3.76
0.00
0.00
-1.88
-3.76
-5.64
-11.28 -11.28
-3.76
-1.88
0.00 -1.88
0.00-3.76
0.00
-1.880.00 -
1.88
0.00
0.00 0.00-5.
64
-1.88 0.00
-1.88
0.00 -1.880.00
-1.88 0.00
0.00-1.88
-3.76
-1.88
0.00
-1.88
-1.88
-3.76
-1.88-3.
760.00
-1.88 -1.88
-1.88
{14}
{14}
{14}
{14}{15}
{14}
{14}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{10}
{6}
{7}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1} {1}{2}
{1} {1}{2}
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 2 - max Aa2,g= -15.03 cm2/m Ram: H_2
d = 0.
20 m
d = 0.20 m
d = 0.20 m
d = 0
.20 m
d = 0.20 m
d = 0
.20 m
d = 0.20 m
20.90
0.00
2.61
5.22
0.00
0.002.61
2.612.61 2.61
0.00
0.002.61
0.00
2.61 0.00
2.612.61
2.61
0.00
2.61
0.00 2.610.00 0
.000.00
2.61 2.61
0.002.61
2.610.00
0.000.00
0.00 0.000.00
0.00
2.61
{13}
{12}
{12}
{3}{3}{3}{3}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{1}{1} {1}
{1}{1} {1}
{1}{1} {1}
{1}{1} {1}
{1}1
2
1
2
1
21
2
1
2
1
2
1
2
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
2
1
2
12
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 1 - max Aa1,d= 20.90 cm2/m Ram: H_1
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.
20 m
d = 0.20 m
d = 0.20 m
d = 0
.20 m
d = 0.20 m
d = 0
.20 m
d = 0.20 m
11.23
12.48
1.56
0.001.563.12
0.00
1.563.12
1.560.00
1.560.00 1.56
1.56
7.81
1.56
1.56 1.56
0.00 0.00
0.00
3.12
1.56
3.12
1.56
1.56
3.12
0.00
0.000.00
0.00
0.00
1.564.68
0.00
0.00
1.56 0.00
1.561.561.560.00
1.560.001.56
1.56 1.56
0.00 0.000.00
1.56
1.56
0.000.00
{13}
{12}
{12}
{3}{3}{3}{3}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{1}{1} {1}
{1}{1} {1}
{1}{1} {1}
{1}{1} {1}
{1}1
2
1
2
1
21
2
1
2
1
2
1
2
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
2
12
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 2 - max Aa2,d= 12.48 cm2/m Ram: H_1
d = 0.
20 m
d = 0.20 m
d = 0.20 m
d = 0
.20 m
d = 0.20 m
d = 0
.20 m
d = 0.20 m
-20.80
0.00-7.80
-2.60
0.00
0.00-5.20
-2.60-2.60 -5.20
0.00
0.00-2.60
0.00
-2.60 0.00
-2.60 -2.60-7.80
-2.60
0.00
-2.60
0.00 -2.600.00 0
.000.00
-2.60-2.
600.00
-2.60
-2.600
.00
0.000.00
0.00
0.000.00
0.00
-7.80
{13}
{12}
{12}
{3}{3}{3}{3}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{1}{1} {1}
{1}{1} {1}
{1}{1} {1}
{1}{1} {1}
{1}1
2
1
2
1
21
2
1
2
1
2
1
2
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 1 - max Aa1,g= -20.80 cm2/m Ram: H_1
d = 0.
20 m
d = 0.20 m
d = 0.20 m
d = 0
.20 m
d = 0.20 m
d = 0
.20 m
d = 0.20 m
-11.17
-12.42
-1.550.00
-3.11-1.55
0.00-1.5
5-3.11
-1.550.00
-1.55
-3.11-1.55
-10.88
-1.55
-1.55 -3.11
0.00 0.00
0.00
-3.11
-1.55
-3.11
-1.55
-1.55
-3.11
0.00
0.000.00
0.00
0.00
-4.66
-1.550.00
0.00
-1.55 0.00
-1.55
-1.55-1.55
0.00
-1.550.00
-1.55
-3.11
-1.55
0.00 0.000.00
0.000.00
{13}
{12}
{12}
{3}{3}{3}{3}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{9}
{9}
{8}
{1}{1} {1}
{1}{1} {1}
{1}{1} {1}
{1}{1} {1}
{1}1
2
1
2
1
21
2
1
2
1
2
1
2
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 2 - max Aa2,g= -12.42 cm2/m Ram: H_1
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
23.55
2.94
0.00
0.002.94
0.000.00
0.00
0.00 0
.00
0.00
0.00
0.00
2.94
0.00
0.00
0.00 0.00
2.94
{11}
{11}
{11}
{11}
{11}
{11}
{1} {2}
{1} {2}
{1} {2}
{1} {2}
{1}
1
2
1
2
1
2
1
2
1
2
1
2
1
2
12
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20 3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 1 - max Aa1,d= 23.55 cm2/m Ram: V_2
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
15.06
0.00
0.00
0.00
0.00
1.88
3.77
3.77
5.65 1.88
3.77
0.00
0.00
1.881.887.53
0.00
1.88
0.00
0.00
0.00
1.88
0.00
0.001.880.00
1.88
0.00 0.001.88
{11}
{11}
{11}
{11}
{11}
{11}
{1} {2}
{1} {2}
{1} {2}
{1} {2}
{1}
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20 3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 2 - max Aa2,d= 15.06 cm2/m Ram: V_2
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
-23.44
-5.86
0.00
0.00-5.86
0.000.00
0.00
0.00 0
.00
0.00
0.00
0.00
-2.93
0.00
0.00
0.00 0.00
-2.93
{11}
{11}
{11}
{11}
{11}
{11}
{1} {2}
{1} {2}
{1} {2}
{1} {2}
{1}
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20 3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 1 - max Aa1,g= -23.44 cm2/m Ram: V_2
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
-14.99
-3.75
-1.88
0.00
0.00
0.00
-1.88
-3.75
-5.63
-3.75-1.880.00
0.00
-1.88
-1.88
0.00
-1.88
0.00
0.00
0.00
-1.88
0.00
0.00-1.88
0.00-3.75
0.00 0.00-1.88
{11}
{11}
{11}
{11}
{11}
{11}
{1} {2}
{1} {2}
{1} {2}
{1} {2}
{1}
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20 3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 2 - max Aa2,g= -14.99 cm2/m Ram: V_2
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
21.86
0.00
0.00
0.00 0.00
0.00
2.73
0.00
2.73
2.73
0.000.00
0.002.73
0.00
0.00
0.00
2.73
0.00 0.00
2.73 2.
73
{12}
{12}
{7}
{11}
{7}
{11}
{7}
{11}
{7}
{11}
{7}
{11}
{11}
{1}{1}
{1}{1}
{1}{1}
{1}{1}
{1}
1
3
1
3
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
21
2
1
2
12
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20 3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11
1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 1 - max Aa1,d= 21.86 cm2/m Ram: V_3
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
17.29
2.16
4.32
0.00
2.16
0.00
0.00
0.00
0.00
4.32
6.49
8.65
2.16
4.328.65
4.32
0.00
2.16
0.00
2.16
0.00
0.002.16
0.00
0.00
6.49
2.16
2.16
0.00
2.16
8.65
{12}
{12}
{7}
{11}
{7}
{11}
{7}
{11}
{7}
{11}
{7}
{11}
{11}
{1}{1}
{1}{1}
{1}{1}
{1}{1}
{1}
13
1
3
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
21
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20 3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11
1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 2 - max Aa2,d= 17.29 cm2/m Ram: V_3
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
-21.75
0.00
0.00
0.00 0.00
0.00
-5.44
0.00
-2.72
-2.72
0.000.00
0.00-2.72
0.00
0.00
0.00
-2.72
0.00 0.00
-5.44 -2
.72
{12}
{12}
{7}
{11}
{7}
{11}
{7}
{11}
{7}
{11}
{7}
{11}
{11}
{1}{1}
{1}{1}
{1}{1}
{1}{1}
{1}
1
3
1
3
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
21
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20 3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11
1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 1 - max Aa1,g= -21.75 cm2/m Ram: V_3
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
d = 0.20 m
-17.21
-2.15
-6.46
0.00
-2.15
0.00
0.00
0.00
0.00
-4.30
-8.61-
6.46
-2.15
-8.61
-4.30
-4.30
-2.15
0.00
-6.46 0
.00
0.00-2.15
0.00
0.00
-2.15
-2.15
0.00
-2.15
-10.76
{12}
{12}
{7}
{11}
{7}
{11}
{7}
{11}
{7}
{11}
{7}
{11}
{11}
{1}{1}
{1}{1}
{1}{1}
{1}{1}
{1}
1
3
1
3
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
21
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20 3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11
1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 2 - max Aa2,g= -17.21 cm2/m Ram: V_3
d = 0.20 m
8.93 8.96
2.243.36
4.48
5.601.12
0.00
1.120.00
1.122.24
0.002.24
3.363.3
67.84
{11}
{8}
{11}
{8}
{11}
{8}
{11}
{8}
{11}
{11}
{1} {1}
{1} {1}
{1} {1}
{1} {1}
1
2
1
2
1
2
1
2
1
21
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20 3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11
1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 1 - max Aa1,d= 8.96 cm2/m Ram: V_8
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.20 m9.97
1.252.49
1.251.25
1.25
1.25
3.741.25
{11}
{8}
{11}
{8}
{11}
{8}
{11}
{8}
{11}
{11}
{1} {1}
{1} {1}
{1} {1}
{1} {1}
1
2
1
2
1
2
1
2
12
1
21
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20 3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11
1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 2 - max Aa2,d= 9.97 cm2/m Ram: V_8
d = 0.20 m
-8.88 -8.92
-4.46
-3.35
-2.23-1.12
0.00
-1.120.00
-1.12-2.23
0.00-4.46-3.
35-7.80
{11}
{8}
{11}
{8}
{11}
{8}
{11}
{8}
{11}
{11}
{1} {1}
{1} {1}
{1} {1}
{1} {1}
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20 3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11
1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 1 - max Aa1,g= -8.92 cm2/m Ram: V_8
d = 0.20 m-9.93
-8.69
-1.24-1.24
-1.24
-2.48 -1.
24-1.24
{11}
{8}
{11}
{8}
{11}
{8}
{11}
{8}
{11}
{11}
{1} {1}
{1} {1}
{1} {1}
{1} {1}
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
0
2.90
1
0.50
2
1.00
3
4.30
4
1.30
5
0.48
6
0.62
7
1.43
8
1.47
9
1.70
10
0 1.35
1
2.60
2 0.20 3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11
1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 2 - max Aa2,g= -9.93 cm2/m Ram: V_8
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0
.15 m
1.32
0.17
0.00
0.17
0.00
0.330.5
00.83
0.17 0.17
0.17
0.000.170.67
0.83
0.00
0.00
0.00
0.00
0.17
0.33
0.330.17
0.00
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 1 - max Aa1,d= 1.32 cm2/m Ram: H_4
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0
.15 m
2.50 2.30
1.25 1.25 1.57
0.94
0.00
0.00
0.31
0.630.94
0.00
0.00
0.002.2
0
0.31
0.63
0.31
0.000.00
0.31
0.310.00 0.
000.000.00
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - d.zona - Pravac 2 - max Aa2,d= 2.50 cm2/m Ram: H_4
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0
.15 m
-1.32
-0.17
0.00
-0.17
0.00
-0.33
-0.82
-0.17 -0.17
-0.17
-0.170.00-0.33-0.50
-0.82
0.00
0.00
0.00
0.00
-0.17
-0.50 -0.33
-0.17
0.00
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 1 - max Aa1,g= -1.32 cm2/m Ram: H_4
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0.15 m
d = 0
.15 m
-2.49-2.29
-1.25 -1.25
-1.56
-0.94
0.00
0.00
-0.31
-0.63-0.94
0.00
0.00
-0.31
-0.31
-0.63
-0.31
0.00
0.00
-0.31
-0.310.00 0.
000.000.00
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0 1.35
1 2.60
2 0.20
3 0.80
4
2.90
5
2.90
6
2.80
7 1.25
8 0.80
9 0.40 10 0.35 11 1.05
12 1.45
13
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, MA 500/560, a=3.50 cm
Aa - g.zona - Pravac 2 - max Aa2,g= -2.49 cm2/m Ram: H_4
Kontrola ploča na probijanje Nivo: [0.00 m] Presek 1 (5.00,0.00,0.00)
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
MB 30
B
97
57
hs
40
b/d=20/60
Lh
KONTROLA KRITIČNOG PRESEKA 1. (Lh = 0.19m od ivice stuba) Merodavna kombinacija: I+II+III Sila u stubu N = 852.77 kN Merodavni smičući napon (tačka B) τ = 0.834 MPaDebljina ploče d,pl = 0.400 m Statička visina ploče hs = 0.370 m Obim kritičnog preseka Okp = 2.762 m Postojeća armatura u ploči Procenat armiranja - pravac 1 μ,1 = 0.500 % Procenat armiranja - pravac 2 μ,2 = 0.500 % Srednja vrednost procenta armiranja μ = 0.500 % Koeficijent αa = 1.400 Koeficijent γ1 = 1.287 Koeficijent γ2 = 0.445 Dopušteni glavni napon zatezanja τa = 0.800 Dopušteni glavni napon zatezanja τb = 2.200 Maksimalna otpornost(γ2 x τb) τ,max = 0.980 MPa
Uslov: τ <= τ,max (0.83 <= 0.98)Uslov je ispunjen Otpornost na probijanje ploče bez dodatne armature za obezbeđenje (2/3 x γ1 x τa) τ,gr = 0.686 MPa
Uslov: τ <= τ,gr (0.83 <= 0.69)Potrebna je dodatna armatura za obezbeđenje od probijanja ploče. Armatura za obezbeđenje od probijanja ploče B500B Potrebna površina armature Aak = 23.025 cm2
d = 0.40 m
d = 0.40 m
0
5.00
1
0.30
2
1.17
3
1.12
4
0.70
5
0.03
6
1.37
7
0.30
8
7.30
9
5.70
10 0
2.90
1 0.50 2 1.00
3
4.30
4 1.30
5 0.48 6 0.62 7 1.43
8 1.47
9 1.70
10
23.0
2
1 21.7
3
2 21.3
0
3 4
56
7
Kontrola ploča na probijanje - dispozicija Nivo: [0.00 m]
Ram: H_2 Presek 1 - 1 PBAB 87 MB 30 Ugaona armatura B500B Podužna armatura B500B
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
Kompletna šema opterećenja
2.0
Aav/Aah
2.0
Aav/Aah17.5 A
a1
17.5
Aa
2
b/d = 20/350 cm Ab = 7000 cm2 No N [kN] T [kN] M [kNm]
I -817.6 37.0 275.3II -124.0 8.3 43.6III -24.0 0.5 2.6IV 3.4 1.9 -4.7V -45.7 43.3 -308.8VI 418.1 -14.1 -393.4 Merodavna kombinacija za savijanje: 1.30xI+0.65xII+1.30xIII+IV-1.30xVI
Merodavna kombinacija za smicanje: 1.30xI+0.65xII+1.30xIII+1.30xIV+1.30xV Mu = 896.29 kNm Nu = -1714.76 kN Tu = 112.97 kN Aa1 = 0.00 cm2 (min:10.50) (usv:8Ø14) Aa2 = 0.00 cm2 (min:10.50) (usv:8Ø14) Aav = ±0.00 cm2/m (min:±1.50) Aah = ±0.36 cm2/m (min:±2.00) (usv:±Q-221)
Presek 1 - 1 PBAB 87 MB 30 Ugaona armatura B500B Podužna armatura B500B Kompletna šema opterećenja
2.0
Aav/Aah
2.0
Aav/Aah17.5 A
a1
17.5A
a2
b/d = 20/350 cm Ab = 7000 cm2 No N [kN] T [kN] M [kNm]
I -817.6 37.0 275.3II -124.0 8.3 43.6III -24.0 0.5 2.6IV 3.4 1.9 -4.7V -45.7 43.3 -308.8VI 418.1 -14.1 -393.4 Merodavna kombinacija za savijanje: 1.30xI+0.65xII+1.30xIII+IV-1.30xVI
Merodavna kombinacija za smicanje: 1.30xI+0.65xII+1.30xIII+1.30xIV+1.30xV Mu = 896.29 kNm Nu = -1714.76 kN Tu = 112.97 kN Aa1 = 0.00 cm2 (min:10.50) (usv:8Ø14) Aa2 = 0.00 cm2 (min:10.50) (usv:8Ø14) Aav = ±0.00 cm2/m (min:±1.50) Aah = ±0.36 cm2/m (min:±2.00) (usv:±Q-221)
Presek 2 - 2 PBAB 87 MB 30 Ugaona armatura B500B Podužna armatura B500B Kompletna šema opterećenja
2.0
Aav/Aah
2.0
Aav/Aah17.0 A
a1
17.0
Aa
2
b/d = 20/340 cm Ab = 6800 cm2 No N [kN] T [kN] M [kNm] I -876.8 50.4 95.3II -134.8 6.5 10.8III -32.5 2.3 10.7IV 4.7 -12.7 -8.7V -114.2 -169.3 -1119.9VI -29.8 20.1 7.4 Merodavna kombinacija za savijanje: I+IV-1.30xV Merodavna kombinacija za smicanje: 1.30xI+0.65xII+1.30xIII+IV-1.30xV
Mu = 1542.44 kNm Nu = -723.73 kN Tu = 280.17 kN εb/εa = -1.477/10.000 ‰ Aa1 = 0.00 cm2 (min:10.20) (usv:8Ø14) Aa2 = 0.00 cm2 (min:10.20) (usv:8Ø14) Aav = ±0.93 cm2/m (min:±1.50) Aah = ±0.91 cm2/m (min:±2.00) (usv:±Q-221)
Ram: V_2 Presek 3 - 3 PBAB 87 MB 30 Ugaona armatura B500B Podužna armatura B500B Kompletna šema opterećenja
2.0
Aav/Aah
2.0
Aav/Aah20.0 A
a1
20.0
Aa
2
b/d = 20/400 cm Ab = 8000 cm2 No N [kN] T [kN] M [kNm]
Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs
I -623.0 2.5 29.5II -88.6 -2.5 4.0III -15.5 1.4 6.8IV 2.3 -13.7 -13.9V 371.5 62.4 384.3VI 116.9 -42.8 -975.2 Merodavna kombinacija za savijanje: I+1.30xIV+1.30xVI Merodavna kombinacija za smicanje: I+0.65xII+1.30xIV-1.30xV
Mu = -1256.20 kNm Nu = -468.03 kN Tu = -98.11 kN εb/εa = -1.052/10.000 ‰ Aa1 = 0.00 cm2 (min:12.00) (usv:8Ø14) Aa2 = 0.00 cm2 (min:12.00) (usv:8Ø14) Aav = ±0.58 cm2/m (min:±1.50) Aah = ±0.27 cm2/m (min:±2.00) (usv:±Q-221)
Ram: V_3 Presek 4 - 4 PBAB 87 MB 30 Ugaona armatura B500B Podužna armatura B500B Kompletna šema opterećenja
2.0
Aav/Aah
2.0
Aav/Aah17.6 A
a1
17.6
Aa
2
b/d = 20/352.5 cm Ab = 7050 cm2 No N [kN] T [kN] M [kNm] I -672.1 38.5 6.8II -101.4 4.0 7.0III -15.2 0.8 0.9IV 0.6 1.4 13.9V -256.0 5.6 -262.4VI 346.4 -178.3 -1215.6 Merodavna kombinacija za savijanje: I+IV+1.30xVI Merodavna kombinacija za smicanje: 1.30xI+0.65xII+1.30xIII+1.30xIV-1.30xVI
Mu = -1559.69 kNm Nu = -221.15 kN Tu = 287.35 kN εb/εa = -1.309/10.000 ‰ Aa1 = 0.69 cm2 (min:10.57) (usv:8Ø14) Aa2 = 0.69 cm2 (min:10.57) (usv:8Ø14) Aav = ±2.21 cm2/m (min:±1.50) Aah = ±0.90 cm2/m (min:±2.00) (usv:±Q-221)
Ram: H_1 Presek 5 - 5 PBAB 87 MB 30 Ugaona armatura B500B Podužna armatura B500B Kompletna šema opterećenja
2.0
Aav/Aah
2.0
Aav/Aah9.6 A
a1
9.6
Aa
2
b/d = 20/192.5 cm Ab = 3850 cm2 No N [kN] T [kN] M [kNm]
I -218.4 -5.5 -5.3II -32.9 0.4 -0.5III -5.9 -0.7 -0.7IV 7.9 0.3 2.8V -76.6 -32.8 -56.3VI -411.4 50.7 -19.5 Merodavna kombinacija za savijanje: I+1.30xIV-1.30xVI Merodavna kombinacija za smicanje: 1.30xI+1.30xIII+IV-1.30xVI
Mu = 23.63 kNm Nu = 326.71 kN Tu = -73.65 kN εb/εa = -0.072/10.000 ‰ Aa1 = 0.00 cm2 (min:5.77) (usv:8Ø14) Aa2 = 0.00 cm2 (min:5.77) (usv:8Ø14) Aav = ±2.07 cm2/m (min:±1.50) Aah = ±0.42 cm2/m (min:±2.00) (usv:±Q-221)
Sadržaj Osnovni podaci o modelu __________________________________________________________________________________________________________________________ 2 Ulazni podaci
Ulazni podaci - Konstrukcija _______________________________________________________________________________________________________________ 3 Ulazni podaci - Opterećenje _______________________________________________________________________________________________________________ 5
Rezultati
Statički proračun ________________________________________________________________________________________________________________________ 6 Dimenzionisanje (beton) __________________________________________________________________________________________________________________ 9
Osnovni podaci o modelu Datoteka: Rampa.twp Datum proračuna: 23.2.2018
Način proračuna: 2D model (Xp, Zp, Yr)
X Teorija I-og reda Modalna analiza Stabilnost Teorija II-og reda Seizmički proračun Faze građenja
Nelinearan proračun
Veličina modela Broj čvorova: 17 Broj pločastih elemenata: 0 Broj grednih elemenata: 15 Broj graničnih elemenata: 72 Broj osnovnih slučajeva opterećenja: 3 Broj kombinacija opterećenja: 8
Jedinice mera Dužina: m [cm,mm] Sila: kN Temperatura: Celsius
Ulazni podaci - Konstrukcija Tabela materijala
No Naziv materijala E[kN/m2] μ γ[kN/m3] αt[1/C] Em[kN/m2] μm
1 Beton MB 30 3.150e+7 0.20 25.00 1.000e-5 3.150e+7 0.20 Setovi greda Set: 1 Presek: b/d=100/20, Fiktivna ekscentričnost
3
2
100
20
[cm]
T
Mat. A1 A2 A3 I1 I2 I3 1 - Beton MB 30 2.000e-1 1.667e-1 1.667e-1 2.331e-3 1.667e-2 6.667e-4
Konture greda Set 1. b/d=100/20
Oslobađanje uticaja No Čvor I Čvor J Čvor I Čvor J M Ozn. pozicije
M1 M2 M3 N1 T2 T3 M1 M2 M3 N1 T2 T3 1 1 8 2 5 1 3 9 16 4 10 8 5 17 16
Izometrija
{1} {1}
H_1
Dispozicija ramova
{1}
{1}
{1}
{1}
{1}
Ulazni podaci - Opterećenje
Lista slučajeva opterećenja
No Naziv
1 stalno (g) 2 saobraćaj 3 pritisak tla 4 Komb.: 1.6xI+1.8xII+1.6xIII 5 Komb.: I+1.8xII+1.6xIII 6 Komb.: 1.6xI+1.8xII+III 7 Komb.: I+1.8xII+III
8 Komb.: 1.6xI+1.6xIII 9 Komb.: I+1.6xIII
10 Komb.: 1.6xI+III 11 Komb.: I+III
{1}
{1}
{1}
{1}
{1}
p=5.00 p=5.00
Opt. 2: saobraćaj
{1}
{1}
{1}
{1}
{1}
p=22.00~0.00
p=22.00~0.00
p=30.00~0.00
Opt. 3: pritisak tla
Statički proračun
{1}
{1}
{1}
{1}
{1}
-13.50 -10.00
Opt. 1: stalno (g)
Uticaji u gredi: max N1= 0.00 / min N1= -13.50 kN
{1}
{1}
{1}
{1}
{1}
-4.68
-5.17
Opt. 1: stalno (g)
Uticaji u gredi: max M3= 0.00 / min M3= -5.17 kNm
{1}
{1}
{1}
{1}
{1}
Opt. 2: saobraćaj
Uticaji u gredi: max N1= 0.00 / min N1= 0.00 kN
{1}
{1}
{1}
{1}
{1}
0.15
-0.02
0.13
-0.04
0.11
-0.05
0.11
-0.04
0.13
-0.02
0.15
0.15
-0.02
0.13
-0.04
0.11
-0.05
0.11
-0.04
0.13
-0.02
0.15
Opt. 2: saobraćaj
Uticaji u gredi: max M3= 0.15 / min M3= -0.05 kNm
{1}
{1}
{1}
{1}
{1}
-37.05 -21.94
-21.94
Opt. 3: pritisak tla
Uticaji u gredi: max N1= 0.00 / min N1= -37.05 kN
{1}
{1}
{1}
{1}
{1}
36.45
-14.67
14.67
14.67
Opt. 3: pritisak tla
Uticaji u gredi: max M3= 36.45 / min M3= -36.45 kNm
{1}
{1}
{1}
{1}
{1}
-21.60
-59.28
-16.00
-35.11
-35.11
Opt. 12: [Anv] 4-11
Uticaji u gredi: max N1= 0.00 / min N1= -59.28 kN
{1}
{1}
{1}
{1}
{1}
58.32
23.47
23.47
-0.10
-23.47
Opt. 12: [Anv] 4-11
Uticaji u gredi: max M3= 58.32 / min M3= -58.32 kNm
{1}
{1}
{1}
{1}
{1}
58.32
23.47
23.47
-0.10
-23.47
Opt. 12: [Anv] 4-11
Uticaji u gredi: max M3= 58.32 / min M3= -58.32 kNm
Dimenzionisanje (beton)
{1}
{1}
{1}
{1}
{1}
5.63 2.12 2.13 5.67
6.26
2.14 2.15
2.32
2.32
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, B500B
Armatura u gredama: max Aa2/Aa1= 6.26 cm2
{1}
{1}
{1}
{1}
{1}
2.12 2.13 5.67
6.26
4 2.15
2.32
2.32
Merodavno opterećenje: Kompletna šema PBAB 87, MB 30, B500B
Armatura u gredama: max Aa2/Aa1= 6.26 cm2
Ø= º
10 x 14 x 6,0 / / =
/ =
=
/ =
=
E =
λ =
б / д = 10 / 14
I = 10 х 14 ³ / 12 = cm 4
W = 10 х 14 ² / 6 =
M = x x ² / 8 =
σm = x / = <
5 x x x 4
x x
10 / 14
ДИМЕНЗИОНИСАЊЕ РОГОВА
326,7 cm³
cm
2286,7
1,51
ρu
AНАЛИЗА ОПТЕРЕЋЕЊА:
-Ригипс + изолације
20
=
kN/cm²
1000
0,01
cm
2286,7
330
kN/cm² σmd
=
cmУсвојен рог :
Четинари II класа
σmd 1,00
kN/cm²
fдоп
fдоп
cm
< = 0,751 cm
1,65l
200
УТИЦАЈИ И ДИМЕНЗИОНИСАЊЕ - један рог
0,91
1,00
0,00 kN/m²
kN/m²
1,39 kN/m²
0,00
0,25 0,91
1,00
ρu =
-Сопствена теж. рога
-Кровни покривач (лим+ дашч. опшав)
-Снијег
1,5
0
3,30
0,91
1,39 0,80 3,30
Ø=
cosØ=
0,8
(размак рогова) 80
tgØ= 0,455
0,91
20
0,115
0,27 kN/m²
kN/m²
=f384 1000
1,11
kNm
1,51 100 326,7 0,463
Ø= º
14 x 16 x 6,0 / / =
/ =
=
/ =
=
E =
λ =
б / д = 14 / 16
I = 14 х 16 ³ / 12 = cm 4
W = 14 х 16 ² / 6 =
M = x x ² / 8 =
σm = x / = <
5 x x x 4
x x
Усвојена рожњача : 14 / 16
ДИМЕНЗИОНИСАЊЕ РОЖЊАЧЕ
ρu
0,0
0
tgØ= 0
0 cosØ= 1
3,20 Ø= 0
AНАЛИЗА ОПТЕРЕЋЕЊА:
-Сопствена теж. Рожњаче 1 3,2 0,042 kN/m²
-Кровни покривач (лим+ дашч. Опшав+рогови) 0,4 1,00 0,40 kN/m²
-Снијег 1,00 1,00 kN/m²
-Ригипс + изолације 0,00 1,00 0,00 kN/m²
ρu = 1,44 kN/m²
УТИЦАЈИ И ДИМЕНЗИОНИСАЊЕ
Четинари II класа
σmd 1,00 kN/cm²
1000 kN/cm²
(размак стубова) 320 cm
cm
4778,7
597,3 cm³
1,44 3,20 3,20 5,91 kNm
5,91 100 597,3 0,989 kN/cm² σmd
384 1000 4778,7f =
4,61 0,01 320
1,60 cm200
1,318 cm < fдоп =
cm
fдоп =l
=
SPECIFIKACIJA ARMATURE
Шипке - спецификација
озн.
облик и мере [cm]
Ø
lg [m]
n [ком.]
lgn [m]
Pos 000 - temeljna ploča (1 ком.)
1
135
60 14 1.95 94 183.30
2
485
67
14 5.52 92 507.84
4
85
14
85
8 1.84 579 1065.36
5
85
9.
85
10 1.79 35 62.65
6 300 12 3.00 462 1386.00
7 300 10 3.00 92 276.00
8
75
30
75
18 1.80 563 1013.40
9 100 10 1.00 24 24.00
10 70 10 0.70 18 12.60
11
11
11
30
20
30
20 10 1.42 90 127.80
12 480 10 4.80 156 748.80
13 477 8 4.77 156 744.12
15
75
22
75
8 1.72 108 185.76
16
14
14
20
30
30
30
14
1420
8 1.30 1100 1430.00
Шипке - спецификација
озн.
облик и мере [cm]
Ø
lg [m]
n [ком.]
lgn [m]
POS 100 (1 ком.)
1
50
10
50
8 1.10 88 96.80
2
50
10
90
8 1.50 494 741.00
3 340 8 3.40 8 27.20
4 1200 8 12.00 12 144.00
5 300 8 3.00 4 12.00
6 1100 8 11.00 12 132.00
7
11
1115
10
20
10
11
11
15
8 0.70 250 175.00
POS 200 (1 ком.)
1 190 8 1.90 108 205.20
2 530 8 5.30 6 31.80
3 120 8 1.20 158 189.60
4 500 8 5.00 18 90.00
5
50
10
50
8 1.10 84 92.40
6
20
10
270
8 3.00 177 531.00
7 540 8 5.40 10 54.00
8 510 8 5.10 15 76.50
9
60
10
120
8 1.90 307 583.30
10 400 8 4.00 4 16.00
11 300 8 3.00 24 72.00
12 350 8 3.50 20 70.00
13
11
1115
10
20
10
11
11
15
8 0.70 700 490.00
Шипке - спецификација
озн.
облик и мере [cm]
Ø
lg [m]
n [ком.]
lgn [m]
POS 300, 400, 500 (3 ком.)
1 190 8 1.90 324 615.60
2 530 8 5.30 18 95.40
3 120 8 1.20 474 568.80
4 500 8 5.00 54 270.00
5
50
10
50
8 1.10 252 277.20
6
20
10
270
8 3.00 531 1593.00
7 540 8 5.40 30 162.00
8 510 8 5.10 45 229.50
9
60
10
120
8 1.90 921 1749.90
10 400 8 4.00 12 48.00
11 300 8 3.00 72 216.00
12 350 8 3.50 60 210.00
13
11
1115
10
20
10
11
11
15
8 0.70 2100 1470.00
POS 600 (1 ком.)
1
200
10
20
8 2.30 242 556.60
2 120 8 1.20 175 210.00
3
60
10
60
8 1.30 54 70.20
4
11
1115
10
20
10
11
11
15
8 0.70 700 490.00
5 1200 8 12.00 30 360.00
6 200 8 2.00 70 140.00
Шипке - рекапитулација
Ø [mm]
lgn [m]
Јединична тежина [kg/m']
Тежина [kg]
B 500B
8 16587.24 0.41 6717.83
10 1251.85 0.63 792.42
12 1386.00 0.91 1262.65
14 691.14 1.24 858.40
18 1013.40 2.05 2077.47
Укупно 11708.77
Мреже - спецификација
Позиција
Ознака мреже
B [cm]
L [cm]
n
Јединична тежина [kg/m2]
Укупна тежина [kg]
Pos 000 - temeljna ploča (1 ком.)
I Q-335 215 605 48 5.26 3284.13
I-1 Q-335 215 294 26 5.26 864.46
I-2 Q-335 104 605 4 5.26 132.38
I-3 Q-335 104 294 2 5.26 32.17
I-4 Q-335 215 217 4 5.26 98.16
I-5 Q-335 174 217 2 5.26 39.73
I-6 Q-335 215 605 4 5.26 273.68
Укупно 4724.71
POS 100 (1 ком.)
I-1 Q-335 215 337 1 5.26 38.11
I-2 Q-335 215 307 1 5.26 34.72
I-3 Q-335 215 347 1 5.26 39.24
I-4 Q-335 137 347 1 5.26 25.01
II-1 R-335 215 337 9 3.25 211.93
II-2 R-335 82 337 1 3.25 8.98
II-3 R-335 215 307 4 3.25 85.81
II-4 R-335 142 307 1 3.25 14.15
III-1 Q-257 215 184 4 4.02 63.61
III-2 Q-257 175 184 2 4.02 25.85
Укупно 547.41
POS 200 (1 ком.)
I-1 Q-257 215 510 14 4.02 617.11
I-2 Q-257 140 510 7 4.02 200.92
II-1 Q-335 160 310 1 5.26 26.09
II-2 Q-335 160 145 1 5.26 12.20
II-3 Q-335 215 300 11 5.26 373.20
II-4 Q-335 195 300 1 5.26 30.77
II-5 Q-335 185 300 1 5.26 29.19
II-6 Q-335 215 328 2 5.26 74.07
II-7 Q-335 140 328 1 5.26 24.12
II-8 Q-335 103 300 4 5.26 65.10
II-9 Q-335 187 300 4 5.26 117.95
Укупно 1570.72
POS 300, 400, 500 (3 ком.)
I-1 Q-257 215 510 42 4.02 1851.33
I-2 Q-257 140 510 21 4.02 602.76
II-1 Q-335 160 310 3 5.26 78.27
II-2 Q-335 160 145 3 5.26 36.61
II-3 Q-335 215 300 33 5.26 1119.59
II-4 Q-335 195 300 3 5.26 92.31
Мреже - спецификација
Позиција
Ознака мреже
B [cm]
L [cm]
n
Јединична тежина [kg/m2]
Укупна тежина [kg]
II-5 Q-335 185 300 3 5.26 87.58
II-6 Q-335 215 328 6 5.26 222.22
II-7 Q-335 140 328 3 5.26 72.35
II-8 Q-335 103 300 12 5.26 195.31
II-9 Q-335 187 300 12 5.26 353.84
Укупно 4712.17
POS 600 (1 ком.)
I-1 Q-257 215 510 16 4.02 705.27
I-2 Q-257 140 510 8 4.02 229.62
I-3 Q-257 212 294 3 4.02 75.17
I-4 Q-257 215 294 36 4.02 914.78
I-5 Q-257 47 294 3 4.02 16.66
I-6 Q-257 215 300 10 4.02 259.29
I-7 Q-257 127 300 10 4.02 153.16
Укупно 2353.95
Мреже - рекапитулација
Ознака мреже
B [cm]
L [cm]
n
Јединична тежина[kg/m2]
Укупна тежина [kg]
Q-335 215 605 131 5.26 8962.95
R-335 215 605 15 3.25 634.12
Q-257 215 605 140 4.02 7320.62
Укупно 16917.68
Мреже - план сечења
Pos 000 - temeljna ploča
Q-335
2x
I-6 215 x 605
I-6
2x
I-6 215 x 605
I-6
2x
I-1 215 x 294I-1 215 x 294
I-1 I-1
2x
I-1 215 x 294I-1 215 x 294
I-1 I-1
9x
I-1 215 x 294I-1 215 x 294
I-1 I-1
2x
I-2 104 x 605I-2 104 x 605I-2
I-2
1x
I-4 215 x 217I-4 215 x 217
I-4 I-4
1x
I-4 215 x 217I-4 215 x 217
I-4 I-4
1x
I-5 174 x 217I-5 174 x 217
I-5 I-5
1x
I-3 104 x 294I-3 104 x 294I-3 I-3
POS 100
Q-335
1x
I-3 215 x 347
I-3
1x
I-1 215 x 337
I-1
1x
I-2 215 x 307
I-2
1x
I-4 137 x 347
I-4
R-335
9x
II-1 215 x 337
II-1
4x
II-3 215 x 307
II-3
1x
II-4 142 x 307
II-4
1x
II-2 82 x 337II-2
Мреже - план сечења
Q-257
1x
III-1 215 x 184III-1 215 x 184III-1 215 x 184
III-1
III-1
III-1
1x
III-1 215 x 184III-2 175 x 184III-2 175 x 184
III-1 III
-2III
-2
POS 200
Q-257
14x
I-1 215 x 510
I-1
7x
I-2 140 x 510
I-2
Q-335
1x
II-6 215 x 328II-2 160 x 145
II-6
II-2
1x
II-6 215 x 328
II-6
5x
II-3 215 x 300II-3 215 x 300
II-3 II-3
1x
II-3 215 x 300II-4 195 x 300
II-3 II-4
2x
II-9 187 x 300II-9 187 x 300
II-9 II-9
1x
II-5 185 x 300II-8 103 x 300II-8 103 x 300II-5
II-8
II-8
1x
II-1 160 x 310
II-1
1x
II-7 140 x 328
II-7
1x
II-8 103 x 300II-8 103 x 300II-8 II-8
POS 300, 400, 500
Q-257
42x
I-1 215 x 510
I-1
21x
I-2 140 x 510
I-2
Мреже - план сечења
Q-335
3x
II-6 215 x 328II-2 160 x 145
II-6
II-2
3x
II-6 215 x 328
II-6
15x
II-3 215 x 300II-3 215 x 300
II-3 II-3
3x
II-3 215 x 300II-4 195 x 300
II-3 II-4
6x
II-9 187 x 300II-9 187 x 300
II-9 II-9
3x
II-5 185 x 300II-8 103 x 300II-8 103 x 300II-5
II-8
II-8
3x
II-1 160 x 310
II-1
3x
II-7 140 x 328
II-7
3x
II-8 103 x 300II-8 103 x 300II-8 II-8
POS 600
Q-257
14x
I-1 215 x 510
I-1
1x
I-1 215 x 510
I-1
1x
I-1 215 x 510
I-1
1x
I-2 140 x 510I-5 47 x 294I-5 47 x 294
I-2
I-5 I-5
1x
I-2 140 x 510I-5 47 x 294I-2
I-5
6x
I-2 140 x 510
I-2
5x
I-6 215 x 300I-6 215 x 300
I-6 I-6
18x
I-4 215 x 294I-4 215 x 294
I-4 I-4
Мреже - план сечења
1x
I-3 212 x 294I-3 212 x 294
I-3 I-3
1x
I-3 212 x 294I-7 127 x 300
I-3
I-7
4x
I-7 127 x 300I-7 127 x 300I-7 I-7
1x
I-7 127 x 300
I-7
Шипке - спецификација
озн.
облик и мере [cm]
Ø
lg [m]
n [ком.]
lgn [m]
POS 101 (1 ком.)
1
50
200
14 2.50 6 15.00
2 647 14 6.47 4 25.88
3 560 14 5.60 2 11.20
4 300 14 3.00 6 18.00
5 29
571
14 6.00 4 24.00
6 1000 14 10.00 2 20.00
7
9.
9. 291
4
29
14 8 1.18 140 165.20
POS 201 (1 ком.)
1
29
571
12 6.00 4 24.00
2 1000 12 10.00 2 20.00
3 29
571
14 6.00 4 24.00
4 1000 14 10.00 2 20.00
5
9.
9. 29
14
29
14 8 1.18 140 165.20
POS 202 (1 ком.)
1 39
557
14 5.96 2 11.92
2
39
557
12 5.96 2 11.92
4 600 14 6.00 2 12.00
5 600 12 6.00 2 12.00
7
9.
9.39
14
39
14 8 1.38 70 96.60
Шипке - спецификација
озн.
облик и мере [cm]
Ø
lg [m]
n [ком.]
lgn [m]
8 480 8 4.80 2 9.60
POS 203 (1 ком.)
1 440 12 4.40 8 35.20
2 577 14 5.77 2 11.54
3 577 12 5.77 2 11.54
4
9.
9. 29
14
29
14 8 1.18 48 56.64
5
9.
9. 39
14
39
14 8 1.38 35 48.30
6 480 8 4.80 2 9.60
POS 204, 205 (2 ком.)
1 590 12 5.90 4 23.60
2 33 12 0.33 2 0.66
3
9.
9. 39
14
39
14 8 1.38 68 93.84
4 470 8 4.70 4 18.80
POS 206 (1 ком.)
1 39
567
14 6.06 4 24.24
2 400 14 4.00 1 4.00
3
39
693
12 7.32 2 14.64
4
39
430
12 4.69 2 9.38
5
9.
9.39
14
39
14 8 1.38 70 96.60
6 510 8 5.10 4 20.40
POS 304, 404, 504 (3 ком.)
1
39
310
12 3.49 12 41.88
Шипке - спецификација
озн.
облик и мере [cm]
Ø
lg [m]
n [ком.]
lgn [m]
2 574 12 5.74 6 34.44
3 400 12 4.00 3 12.00
4
9.
9.391
4
39
14 8 1.38 207 285.66
5 490 8 4.90 12 58.80
POS 302, 402, 502 (3 ком.)
1 39
587
16 6.26 6 37.56
2
39
547
12 5.86 6 35.16
3 230 16 2.30 12 27.60
4 790 16 7.90 6 47.40
5 750 12 7.50 6 45.00
6
9.
9.39
14
39
14 8 1.38 243 335.34
7
9.
9. 59
16
59
16 8 1.84 33 60.72
8 120 8 1.20 6 7.20
9 39
617
12 6.56 6 39.36
10 507 12 5.07 6 30.42
11 480 8 4.80 6 28.80
12 650 8 6.50 6 39.00
POS 303, 403, 503 (3 ком.)
1
532
39
12 5.71 18 102.78
2
602
39
14 6.41 6 38.46
Шипке - спецификација
озн.
облик и мере [cm]
Ø
lg [m]
n [ком.]
lgn [m]
3
712
39
12 7.51 6 45.06
4
380
39
12 4.19 6 25.14
5
9.
9.39
14
39
14 8 1.38 306 422.28
6 479 8 4.79 18 86.22
POS 305. 405, 505 (3 ком.)
1
187
22
12 2.09 6 12.54
2 730 12 7.30 6 43.80
3
667
39
16 7.06 6 42.36
4
9.
9.
14
64
14
64
8 2.52 33 83.16
5
9.
9.39
14
39
14 8 1.38 102 140.76
6 610 8 6.10 6 36.60
POS 306,406,506 (3 ком.)
1
787
30
16 8.17 6 49.02
2 767 12 7.67 6 46.02
3
9.
9. 39
14
39
14 8 1.38 141 194.58
4 650 8 6.50 6 39.00
Шипке - спецификација
озн.
облик и мере [cm]
Ø
lg [m]
n [ком.]
lgn [m]
POS 301,401,501 (3 ком.)
1 39
570
12 6.09 12 73.08
2 974 12 9.74 6 58.44
3 380 12 3.80 3 11.40
4 380 14 3.80 3 11.40
5
39
720
12 7.59 12 91.08
6 674 12 6.74 6 40.44
7
9.
9.39
14
39
14 8 1.38 420 579.60
8 480 8 4.80 24 115.20
POS 307, 407, 507 (3 ком.)
1 39
620
14 6.59 6 39.54
2
527
39
14 5.66 6 33.96
3 300 14 3.00 6 18.00
4
39
300
12 3.39 12 40.68
5 594 12 5.94 6 35.64
6
9.
9.39
14
39
14 8 1.38 228 314.64
7 510 8 5.10 12 61.20
POS 308, 408, 508 (3 ком.)
1 39
610
12 6.49 6 38.94
2 39
400
12 4.39 6 26.34
Шипке - спецификација
озн.
облик и мере [cm]
Ø
lg [m]
n [ком.]
lgn [m]
3
39
524
12 5.63 6 33.78
4
39
300
12 3.39 12 40.68
5 594 12 5.94 6 35.64
6
9.
9.39
14
39
14 8 1.38 216 298.08
7 470 8 4.70 12 56.40
POS 309, 409, 509 (3 ком.)
1 25
194
12 2.19 12 26.28
2 120 8 1.20 6 7.20
3
9.
9. 54
9.
54
9.
8 1.53 36 55.08
POS 601 (1 ком.)
1 39
570
12 6.09 4 24.36
2 974 12 9.74 2 19.48
5
39
720
12 7.59 4 30.36
6 674 12 6.74 2 13.48
7
9.
9.39
14
39
14 8 1.38 140 193.20
8 480 8 4.80 8 38.40
POS 602 (1 ком.)
1 39
587
16 6.26 2 12.52
Шипке - спецификација
озн.
облик и мере [cm]
Ø
lg [m]
n [ком.]
lgn [m]
2
39
547
12 5.86 2 11.72
3 230 16 2.30 4 9.20
4 790 16 7.90 2 15.80
5 750 12 7.50 2 15.00
6
9.
9.39
14
39
14 8 1.38 81 111.78
7
9.
9. 59
16
59
16 8 1.84 11 20.24
8 120 8 1.20 2 2.40
9 39
617
14 6.56 2 13.12
10 507 12 5.07 2 10.14
11 480 8 4.80 2 9.60
12 650 8 6.50 2 13.00
POS 603 (1 ком.)
1
532
39
12 5.71 6 34.26
2
602
39
14 6.41 2 12.82
3
712
39
12 7.51 2 15.02
4
380
39
12 4.19 2 8.38
5
9.
9.39
14
39
14 8 1.38 102 140.76
6 479 8 4.79 6 28.74
Шипке - спецификација
озн.
облик и мере [cm]
Ø
lg [m]
n [ком.]
lgn [m]
POS 604 (1 ком.)
1 3
9
310
12 3.49 4 13.96
2 574 12 5.74 2 11.48
4
9.
9.39
14
39
14 8 1.38 69 95.22
5 490 8 4.90 4 19.60
POS 605 (1 ком.)
1
187
22
12 2.09 2 4.18
2 730 12 7.30 2 14.60
3
667
39
14 7.06 2 14.12
4
9.
9.
14
64
14
64
8 2.52 11 27.72
5
9.
9.39
14
39
14 8 1.38 34 46.92
6 610 8 6.10 2 12.20
POS 606 (1 ком.)
1
787
30
14 8.17 2 16.34
2 767 12 7.67 2 15.34
3
9.
9. 39
14
39
14 8 1.38 47 64.86
4 650 8 6.50 2 13.00
POS 607 (1 ком.)
1 39
620
14 6.59 2 13.18
Шипке - спецификација
озн.
облик и мере [cm]
Ø
lg [m]
n [ком.]
lgn [m]
2
527
39
14 5.66 2 11.32
4
39
300
12 3.39 4 13.56
5 594 12 5.94 2 11.88
6
9.
9.39
14
39
14 8 1.38 76 104.88
7 510 8 5.10 4 20.40
POS 608 (1 ком.)
1 39
610
14 6.49 2 12.98
3
39
524
14 5.63 2 11.26
4
39
300
12 3.39 4 13.56
5 594 12 5.94 2 11.88
6
9.
9.39
14
39
14 8 1.38 72 99.36
7 470 8 4.70 4 18.80
POS 609 (1 ком.)
1 25
194
12 2.19 4 8.76
2 120 8 1.20 2 2.40
3
9.
9. 54
9.
54
9.
8 1.53 12 18.36
Шипке - рекапитулација
Ø [mm]
lgn [m]
Јединична тежина [kg/m']
Тежина [kg]
B 500B
8 5188.14 0.41 2101.20
12 1530.36 0.91 1394.16
14 468.28 1.24 581.60
16 241.46 1.62 391.41
Укупно 4468.37
Шипке - спецификација
озн.
облик и мере [cm]
Ø
lg [m]
n [ком.]
lgn [m]
Ram u osi 0 (1 ком.)
13 246 10 2.46 8 19.68
14
60
15
60
8 1.35 34 45.90
15
45
15
45
8 1.05 155 162.75
Ram u osi 1 (1 ком.)
1 740 14 7.40 20 148.00
2 675 14 6.75 20 135.00
3 670 14 6.70 20 134.00
4 567 14 5.67 20 113.40
5 282 14 2.82 20 56.40
6
9.
9.40
15
40
15 8 1.43 1750 2502.50
Ram u osi 2 (1 ком.)
1 740 14 7.40 28 207.20
2 675 14 6.75 28 189.00
3 670 14 6.70 28 187.60
4 567 14 5.67 28 158.76
5 282 14 2.82 28 78.96
6
9.
9.40
15
40
15 8 1.43 1100 1573.00
7
9.
9. 45
15
45
15 8 1.53 350 535.50
8 200 12 2.00 4 8.00
9
60
15
60
8 1.35 16 21.60
Ram u osi 2' (1 ком.)
1 740 14 7.40 6 44.40
2 675 14 6.75 6 40.50
3 670 14 6.70 6 40.20
Шипке - спецификација
озн.
облик и мере [cm]
Ø
lg [m]
n [ком.]
lgn [m]
7
9.
9. 45
15
45
15 8 1.53 214 327.42
15
45
15
45
8 1.05 14 14.70
17 672 14 6.72 6 40.32
18 387 14 3.87 6 23.22
19
9.
9.15
9.
15
9.
8 0.75 107 80.25
Ram u osi 2'' (1 ком.)
1 740 14 7.40 4 29.60
2 675 14 6.75 4 27.00
3 670 14 6.70 4 26.80
14
60
15
60
8 1.35 214 288.90
15
45
15
45
8 1.05 14 14.70
17 672 14 6.72 4 26.88
18 387 14 3.87 4 15.48
Ram u osi 3 (1 ком.)
1 740 14 7.40 19 140.60
2 675 14 6.75 18 121.50
3 670 14 6.70 18 120.60
4 567 14 5.67 18 102.06
5 282 14 2.82 19 53.58
6
9.
9.40
15
40
15 8 1.43 1050 1501.50
8
9.
9. 35
15
35
15 8 1.33 200 266.00
Шипке - спецификација
озн.
облик и мере [cm]
Ø
lg [m]
n [ком.]
lgn [m]
9
9.
9. 22
15
22
15 8 1.07 200 214.00
10 346 8 3.46 16 55.36
11 257 10 2.57 3 7.71
12 446 10 4.46 4 17.84
13 246 10 2.46 4 9.84
14
60
15
60
8 1.35 17 22.95
15
45
15
45
8 1.05 257 269.85
16 220 10 2.20 26 57.20
17 220 12 2.20 4 8.80
18
9.
9.29
14
29
14 8 1.18 11 12.98
Ram u osi 4 (1 ком.)
14
60
15
60
8 1.35 17 22.95
15
45
15
45
8 1.05 42 44.10
20 100 8 1.00 34 34.00
Ram u osi A (1 ком.)
14
60
15
60
8 1.35 41 55.35
15
45
15
45
8 1.05 87 91.35
Ram u osi B (1 ком.)
1 740 14 7.40 13 96.20
2 675 14 6.75 13 87.75
Шипке - спецификација
озн.
облик и мере [cm]
Ø
lg [m]
n [ком.]
lgn [m]
3 670 14 6.70 13 87.10
4 567 14 5.67 13 73.71
5 282 14 2.82 13 36.66
6
9.
9.40
15
40
15 8 1.43 550 786.50
8
9.
9. 35
15
35
15 8 1.33 100 133.00
14
60
15
60
8 1.35 41 55.35
15
45
15
45
8 1.05 12 12.60
Ram u osi B' (1 ком.)
14
60
15
60
8 1.35 214 288.90
15
45
15
45
8 1.05 15 15.75
Ram u osi B'' (1 ком.)
13 246 10 2.46 2 4.92
14
60
15
60
8 1.35 216 291.60
15
45
15
45
8 1.05 15 15.75
19
9.
9.15
9.
15
9.
8 0.75 18 13.50
Ram u osi C (1 ком.)
1 740 14 7.40 16 118.40
Шипке - спецификација
озн.
облик и мере [cm]
Ø
lg [m]
n [ком.]
lgn [m]
2 675 14 6.75 16 108.00
3 670 14 6.70 16 107.20
4 567 14 5.67 16 90.72
5 282 14 2.82 16 45.12
6
9.
9.40
15
40
15 8 1.43 900 1287.00
14
60
15
60
8 1.35 24 32.40
Ram u osi E (1 ком.)
1
120
15
120
8 2.55 16 40.80
2
60
15
60
8 1.35 128 172.80
3 100 8 1.00 8 8.00
Ram u osi F (1 ком.)
14
60
15
60
8 1.35 34 45.90
15
45
15
45
8 1.05 95 99.75
Stepenište (1 ком.)
1
20
286
43
25
50 10 3.56 14 49.84
2
6.
10
12
100
8 1.12 14 15.68
3
43
25
50
143 10
10 2.03 14 28.42
4 125 8 1.25 149 186.25
Шипке - спецификација
озн.
облик и мере [cm]
Ø
lg [m]
n [ком.]
lgn [m]
5 1
0
137 209
11
6
239
50
10 4.36 14 61.04
6
43
25
50
212 10
10 2.72 14 38.08
7
254 177
10
3
204
50
10 5.08 16 81.28
8
43
25
50
70
10 1.20 16 19.20
9 145 8 1.45 55 79.75
10
10
149 228
11
4
255
50
10 4.64 42 194.88
11
45
22
50
205 10
10 2.65 42 111.30
12
10
155 226
11
6
254
50
10 4.69 42 196.98
13
45
22
50
167 10
10 2.27 42 95.34
14
10
215 186
93
208
50
10 4.83 48 231.84
15
45
22
50
71
10 1.21 48 58.08
Шипке - рекапитулација
Ø [mm]
lgn [m]
Јединична тежина [kg/m']
Тежина [kg]
B 500B
8 11738.89 0.41 4754.25
10 1283.47 0.63 812.44
12 16.80 0.91 15.30
14 3111.92 1.24 3865.00
Укупно 9447.00
Мреже - спецификација
Позиција
Ознака мреже
B [cm]
L [cm]
n
Јединична тежина [kg/m2]
Укупна тежина [kg]
Ram u osi 0 (1 ком.)
I-23 Q-257 215 246 26 4.02 552.81
I-24 Q-257 104 246 2 4.02 20.57
Укупно 573.38
Ram u osi 2 (1 ком.)
I-1 Q-257 215 400 2 4.02 69.14
I-2 Q-257 184 400 2 4.02 59.17
I-3 Q-257 215 340 12 4.02 352.63
I-4 Q-257 184 340 6 4.02 150.89
I-5 Q-257 215 282 4 4.02 97.49
I-6 Q-257 184 282 2 4.02 41.72
I-7 Q-257 174 340 6 4.02 142.69
I-8 Q-257 174 282 2 4.02 39.45
I-9 Q-257 215 399 4 4.02 137.94
I-10 Q-257 174 399 2 4.02 55.82
I-11 Q-257 200 118 2 4.02 18.96
Укупно 1165.93
Ram u osi 2' (1 ком.)
I-1 Q-257 194 117 2 4.02 18.30
Укупно 18.30
Ram u osi 2'' (1 ком.)
I-37 Q-257 194 605 4 4.02 188.73
I-40 Q-257 194 477 2 4.02 74.40
Укупно 263.13
Ram u osi 3 (1 ком.)
I-11 Q-257 215 45 2 4.02 7.82
I-12 Q-257 215 346 2 4.02 59.81
I-13 Q-257 215 346 2 4.02 59.88
I-14 Q-257 215 605 10 4.02 522.90
I-15 Q-257 55 605 2 4.02 26.75
I-16 Q-257 215 348 8 4.02 240.32
I-17 Q-257 215 372 2 4.02 64.25
I-18 Q-257 55 267 2 4.02 11.79
I-19 Q-257 164 605 2 4.02 79.77
I-20 Q-257 134 246 2 4.02 26.50
I-21 Q-257 215 372 2 4.02 64.27
I-22 Q-257 164 399 2 4.02 52.61
Укупно 1216.67
Ram u osi 4 (1 ком.)
I-23 Q-257 215 246 6 4.02 127.57
Мреже - спецификација
Позиција
Ознака мреже
B [cm]
L [cm]
n
Јединична тежина [kg/m2]
Укупна тежина [kg]
I-48 Q-257 101 246 2 4.02 19.98
Укупно 147.55
Ram u osi A (1 ком.)
I-26 Q-257 215 347 14 4.02 419.88
I-27 Q-257 215 247 2 4.02 42.70
I-28 Q-257 54 247 2 4.02 10.72
Укупно 473.30
Ram u osi B (1 ком.)
I-3 Q-257 215 340 12 4.02 352.63
I-5 Q-257 215 282 4 4.02 97.49
I-29 Q-257 215 329 2 4.02 56.87
I-30 Q-257 215 153 2 4.02 26.45
I-31 Q-257 215 437 4 4.02 151.08
I-32 Q-257 197 437 2 4.02 69.22
I-33 Q-257 64 340 6 4.02 52.49
I-34 Q-257 64 282 2 4.02 14.51
Укупно 820.74
Ram u osi B' (1 ком.)
I-46 Q-257 214 605 4 4.02 208.19
I-47 Q-257 214 477 2 4.02 82.07
Укупно 290.26
Ram u osi B'' (1 ком.)
I-14 Q-257 215 605 4 4.02 209.16
I-41 Q-257 165 605 2 4.02 80.26
I-42 Q-257 165 477 2 4.02 63.28
I-43 Q-257 94 605 2 4.02 45.72
I-44 Q-257 94 477 2 4.02 36.05
I-45 Q-257 54 255 2 4.02 11.07
Укупно 445.54
Ram u osi C (1 ком.)
I-1 Q-257 215 400 4 4.02 138.29
I-3 Q-257 215 340 6 4.02 176.32
I-5 Q-257 215 282 2 4.02 48.75
I-33 Q-257 64 340 6 4.02 52.49
I-34 Q-257 64 282 2 4.02 14.51
I-35 Q-257 175 340 6 4.02 143.51
I-36 Q-257 175 400 2 4.02 56.28
I-38 Q-257 175 282 2 4.02 39.68
I-39 Q-257 74 347 2 4.02 20.65
Мреже - спецификација
Позиција
Ознака мреже
B [cm]
L [cm]
n
Јединична тежина [kg/m2]
Укупна тежина [kg]
Укупно 690.46
Ram u osi E (1 ком.)
I-1 Q-257 215 109 12 4.02 113.05
I-2 Q-257 54 109 2 4.02 4.73
Укупно 117.78
Ram u osi F (1 ком.)
I-23 Q-257 215 246 16 4.02 340.19
I-25 Q-257 54 246 2 4.02 10.68
Укупно 350.87
Мреже - рекапитулација
Ознака мреже
B [cm]
L [cm]
n
Јединична тежина[kg/m2]
Укупна тежина [kg]
Q-257 215 605 185 4.02 9673.68
Укупно 9673.68
Мреже - план сечења
Ram u osi 0
Q-257
13x
I-23 215 x 246I-23 215 x 246
I-23
I-23
1x
I-24 104 x 246I-24 104 x 246I-24 I-24
Ram u osi 2
Q-257
2x
I-1 215 x 400I-11 200 x 118
I-1 I-11
2x
I-9 215 x 399
I-9
2x
I-9 215 x 399
I-9
2x
I-2 184 x 400
I-2
12x
I-3 215 x 340
I-3
2x
I-10 174 x 399
I-10
6x
I-4 184 x 340
I-4
2x
I-5 215 x 282I-5 215 x 282
I-5 I-5
6x
I-7 174 x 340
I-7
1x
I-6 184 x 282I-6 184 x 282
I-6 I-6
1x
I-8 174 x 282I-8 174 x 282
I-8 I-8
Ram u osi 2'
Q-257
1x
I-1 194 x 117I-1 194 x 117
I-1 I-1
Мреже - план сечења
Ram u osi 2''
Q-257
2x
I-37 194 x 605
I-37
2x
I-37 194 x 605
I-37
2x
I-40 194 x 477
I-40
Ram u osi 3
Q-257
2x
I-14 215 x 605
I-14
2x
I-14 215 x 605
I-14
2x
I-14 215 x 605
I-14
2x
I-14 215 x 605
I-14
2x
I-14 215 x 605
I-14
1x
I-19 164 x 605I-11 215 x 45I-11 215 x 45I-19
I-11 I-11
1x
I-19 164 x 605
I-19
2x
I-21 215 x 372
I-21
2x
I-17 215 x 372
I-17
2x
I-16 215 x 348I-20 134 x 246
I-16
I-20
2x
I-16 215 x 348
I-16
2x
I-16 215 x 348
I-16
2x
I-16 215 x 348
I-16
2x
I-13 215 x 346
I-13
Мреже - план сечења
2x
I-12 215 x 346
I-12
2x
I-22 164 x 399
I-22
1x
I-15 55 x 605I-15 55 x 605I-18 55 x 267I-18 55 x 267
I-15
I-15
I-18 I-18
Ram u osi 4
Q-257
3x
I-23 215 x 246I-23 215 x 246
I-23
I-23
1x
I-48 101 x 246I-48 101 x 246I-48 I-48
Ram u osi A
Q-257
2x
I-26 215 x 347I-27 215 x 247
I-26
I-27
1x
I-26 215 x 347I-28 54 x 247I-28 54 x 247
I-26
I-28
I-28
9x
I-26 215 x 347
I-26
2x
I-26 215 x 347
I-26
Ram u osi B
Q-257
1x
I-31 215 x 437I-30 215 x 153
I-31
I-30
1x
I-31 215 x 437I-30 215 x 153
I-31
I-30
1x
I-31 215 x 437
I-31
1x
I-31 215 x 437
I-31
2x
I-32 197 x 437
I-32
12x
I-3 215 x 340
I-3
Мреже - план сечења
2x
I-29 215 x 329
I-29
2x
I-5 215 x 282I-5 215 x 282
I-5 I-5
2x
I-33 64 x 340I-33 64 x 340I-33 64 x 340
I-33
I-33
I-33
1x
I-34 64 x 282I-34 64 x 282
I-34 I-34
Ram u osi B'
Q-257
2x
I-46 214 x 605
I-46
2x
I-46 214 x 605
I-46
2x
I-47 214 x 477
I-47
Ram u osi B''
Q-257
2x
I-14 215 x 605
I-14
2x
I-14 215 x 605
I-14
2x
I-41 165 x 605
I-41
2x
I-42 165 x 477
I-42
1x
I-43 94 x 605I-43 94 x 605I-43
I-43
1x
I-44 94 x 477I-44 94 x 477I-44
I-44
1x
I-45 54 x 255I-45 54 x 255
I-45 I-45
Мреже - план сечења
Ram u osi C
Q-257
2x
I-1 215 x 400
I-1
2x
I-1 215 x 400
I-1
6x
I-3 215 x 340
I-3
2x
I-36 175 x 400
I-36
1x
I-5 215 x 282I-5 215 x 282
I-5 I-5
6x
I-35 175 x 340
I-35
1x
I-38 175 x 282I-38 175 x 282
I-38
I-38
1x
I-39 74 x 347I-39 74 x 347I-33 64 x 340
I-39
I-39
I-33
1x
I-33 64 x 340I-33 64 x 340I-33 64 x 340
I-33
I-33
I-33
1x
I-33 64 x 340I-33 64 x 340I-34 64 x 282I-34 64 x 282
I-33
I-33
I-34 I-34
Ram u osi E
Q-257
2x
I-1 215 x 109I-1 215 x 109I-1 215 x 109I-1 215 x 109I-1 215 x 109I-2 54 x 109
I-1 I-1 I-1 I-1 I-1
I-2
1x
I-1 215 x 109I-1 215 x 109
I-1 I-1
Ram u osi F
Q-257
8x
I-23 215 x 246I-23 215 x 246
I-23
I-23
1x
I-25 54 x 246I-25 54 x 246
I-25 I-25
Шипке - спецификација
озн.
облик и мере [cm]
Ø
lg [m]
n [ком.]
lgn [m]
rampa (1 ком.)
1
70
120
10 1.90 49 93.10
2
75
75
8 1.50 55 82.50
3
70
a
2 x :
1. a = 123 - 36 da = -1.6
8 *1.49 2 x 54 161.43
4 791 8 7.91 4 31.64
5 655 8 6.55 4 26.20
6 360 8 3.60 2 7.20
Шипке - рекапитулација
Ø [mm]
lgn [m]
Јединична тежина [kg/m']
Тежина [kg]
B 500B
8 308.97 0.41 125.13
10 93.10 0.63 58.93
Укупно 184.07
Мреже - спецификација
Позиција
Ознака мреже
B [cm]
L [cm]
n
Јединична тежина [kg/m2]
Укупна тежина [kg]
rampa (1 ком.)
I-1 Q-335 215 300 7 5.26 237.49
I-2 Q-335 215 381 1 5.26 43.12
I-3 Q-335 215 470 1 5.26 53.15
I-4 Q-335 215 459 1 5.26 51.93
I-5 Q-335 200 385 1 5.26 40.55
II-1 R-524 215 246 1 5.00 26.42
II-2 R-524 215 224 1 5.00 24.07
II-3 R-524 86 202 1 5.00 8.69
III-1 R-335 213 192 1 3.25 13.31
III-2 R-335 215 171 1 3.25 11.93
III-3 R-335 215 149 1 3.25 10.40
III-4 R-335 198 127 1 3.25 8.18
Укупно 529.24
Мреже - рекапитулација
Ознака мреже
B [cm]
L [cm]
n
Јединична тежина[kg/m2]
Укупна тежина [kg]
Q-335 215 605 8 5.26 547.36
R-524 215 605 2 5.00 130.07
R-335 215 605 2 3.25 84.55
Укупно 761.98
Мреже - план сечења
rampa
Q-335
1x
I-3 215 x 470
I-3
1x
I-4 215 x 459
I-4
1x
I-2 215 x 381
I-2
1x
I-5 200 x 385
I-5
3x
I-1 215 x 300I-1 215 x 300
I-1 I-1
1x
I-1 215 x 300
I-1
R-524
1x
II-1 215 x 246II-2 215 x 224
II-1
II-2
1x
II-3 86 x 202II-3
R-335
1x
III-1 213 x 192III-2 215 x 171III-3 215 x 149
III-1
III-2
III-3
1x
III-4 198 x 127
III-4
Шипке - рекапитулација
Ø [mm]
lgn [m]
Јединична тежина [kg/m']
Тежина [kg]
B 500B
8 33823.24 0.41 13698.41
10 2628.42 0.63 1663.79
12 2933.16 0.91 2672.11
14 4271.34 1.24 5305.00
16 241.46 1.62 391.41
18 1013.40 2.05 2077.47
Укупно 25808.19
Мреже - рекапитулација
Ознака мреже
B [cm]
L [cm]
n
Јединична тежина[kg/m2]
Укупна тежина [kg]
Q-335 215 605 139 5.26 9510.30
R-335 215 605 17 3.25 718.66
Q-257 215 605 325 4.02 16994.30
R-524 215 605 2 5.00 130.07
Укупно 27353.34
PREDMJER RADOVA
1/1
Jed. cijena Ukupna vrijednost
I PRIPREMNI RADOVI
1Postavljanje i obezbjeđenje profila za iskolčenje objekta površine preko 500 m2.
kom 1,00 0,00 ,00
2Određivanje i provjeravanje položaja,visina i pravaca kod građenja objekata površine preko 500m2.
kom 1,00 ,00 ,00
,00
II ZEMLjANI RADOVI
1Površinsko skidanje humusa, mašinski sa utovarom i odlaganjem na deponiju.
m2 520,00 ,00 ,00
2Mašinski iskop temeljne jame u materijalau 3. i 4. kategorije sa odvozom viška iskopa na deponiju
m3 1 125,00 0,00 ,00
3Izrada šljunčane podloge ispod podložnog betona temeljne ploče
m3 120,00 0,00 ,00
4 Zatrpavanje temelja šljunkovitim materijalom iz pozajmišta m3 180,00 0,00 ,00
,00
III BETONSKI RADOVI
1Nabavka i ugradnja podložnog betona marke MB 20, ispod temeljne ploče, na prethodno pripremljenu podlogu,
m3 39,00 ,00 ,00
2 Nabavka i ugradnja betona za izradu temelja, MB 30 m3 153,00 ,00 ,00
3Nabavka i ugradnja betona za izradu međuspratne konstrukcije od betona MB 30
m3 233,00 ,00 ,00
4Nabavka i ugradnja betona za izradu stepeništa od betona MB 30
m3 12,20 ,00 ,00
5Nabavka i ugradnja betona za izradu AB platana od betona MB 30
m3 120,00 ,00 ,00
6Nabavka i ugradnja betona za izradu AB stubova od betona MB 30
m3 16,00 ,00 ,00
7Nabavka i ugradnja betona za izradu AB greda od betona MB 30
m3 26,00 ,00 ,00
,00
IV ARMIRAČKI RADOVI1 Nabavka, priprema i ugradnja armature u konstrukciji objekta
1.a B 500 B kg 25 808,00 0,00 ,001.b MAR 500/560 kg 27 353,00 0,00 ,00
,00
I PRIPREMNI RADOVI (KM) ,00II ZEMLjANI RADOVI (KM) ,00III BETONSKI RADOVI (KM) ,00IV ARMIRAČKI RADOVI (KM) ,00
(KM) ,00
UKUPNO PRIPREMNI RADOVI
REKAPITULACIJA-KONSTRUKCIJA OBJEKTA
UKUPNO
UKUPNO ZEMLjANI RADOVI
UKUPNO BETONSKI RADOVI
UKUPNO ARMIRAČKI RADOVI
PREDMJER RADOVA
KONSTRUKCIJA OBJEKTA
R/B OpisJedinica
mjereKoličina
bez PDV-a(KM)
GRAFIČKI PRILOZI
