Upload
adrian-crihan
View
7
Download
1
Embed Size (px)
Citation preview
F1 - 27 nr. 1-strat
1
2
3
4
5
67
8
9
10 11 12
13
1415
16
17
18
19
20
2122
23
24
2526
272829
303132
333435
3637
38
39
40
4
3
3
2
1
8
7
0
21211281
20411952
380
4882 5236 4451 432
14.0
5
0
4
9
3838 3662 3662 3838
6
2
0
2
3801952
20411281
2121
14.0
15000
3
5
0
1
650 640 5884 650 5884 640 650
Fd= 0.26 (I )
F
d
=
0
.
2
6
(
I
)
Fd= 0
.72 (M
)
Fd= 0
.72 (M
)
INDICA ZABREAUA CONTRAVANTUITAVEZI INFO. TB96-10
, 20130117
DESENAT VERIFICAT PROIECT NR.Hala Portal 15m
TIP COD NR. NUMAR DESEN1
REG.
Miradex S.R.L.Brezoi, Jud. Valceawww.miradex.roTruss F1
SCARA 1:85(A4)Ing. Deaconescu M.
Greutate ferma: 241 kg/pliu DIRECTII GENERALE:CONSTRUCTIE CALCULATA CU PROGRAMULDE CALCULATOR "TRUSSCON". LIC.NO: 13131FORTELE AU FOST CALCULATE IN CORCONDANTA CUTEORIA DEFORMATIILOR DE ORDIN 1.COD LEMN: SR EN 1995+NACOD CONECTORI: SR EN 1995+NA;
SETARI GENERALE:GROSIME LEMN: (mm) 50INTERAX FERME: (mm) 1250ZONA CLIMATICA: 2CLASA DE SIGURANTA: 2
INCARCARI (kN/m):INCARCARE ZAPADA (VALOAREA DE BAZA): 2.00INCARCARE VANT (VALOAREA DE BAZA): 0.87INCARCARE UTILA: NR
INCARCARI PERMANENTE: VEZI TABELUL DE LEMNALTE INCARCARI: VEZI NOTE DE CALCUL
REACTIUNI REAZEM (kN/kNm) (ULTIME):NR DIR. PERM.
MAXMED.MAX
SCURTMAX
INST.MAX
INST.MIN
SUP-W.MM
11
2121
OrizVertOrizVert
-3.6810.163.68
10.16
-14.6634.0914.6634.09
0.000.000.000.00
-17.0335.2417.0435.24
-1.60-2.261.60
-2.26
236
236
DEFORMARE MAX. (mm) (EXPL. NORMALA):NR. NOD VERT. ORIZ. NR LC.
9-1012-1325
31.031.0-0.9
5.6-5.613.1
283042
PENTRU DEFORMATII IN ALTE PUNCTE: VEZI NOTE DE CALCUL
LEMN: GROSIME 50 mmELEMENTCONSTR.
LATIMEmm
CLASA CTVmm/buc.
INCARCAREkN/m
CSI%
1-55-1111-1717-2121-2222-2525-3131-3737-4040-110-3212-309-3213-304-3818-244-3918-239-3513-276-3516-276-3716-255-37
200180180200200200200200200200100100100100100100100100100100100100180180200
C24C24C24C24C24C24C24C24C24C24C24C24C24C24C24C24C24C24C24C24C24C24C24C24C24
1 buc100010001 buc
< 1060< 1060< 1060< 1060< 1060< 1060
NuNuNuNuNuNuNuNuNuNuNuNu
1 buc1 buc
Nu
0.200.280.280.200.200.200.200.200.200.20
661009966539962619953141476761718242467675963626257
CONECTORI - IMBINARI (NU INNADIRI):NODNR
PLACATIP
GROSIMEmm
LUNGIMEmm
CSI%
1 2 4 5 6 9 10 11 12 13 16 17 18 20 21 22 23 24 25 27 30 31 32 35 37 38 39 40
T150T150T150T150T150T150T150FSP14T150T150T150T150T150T150T150T150M14T150T150M14T150FSP14T150M14T150T150M14T150
8817614517617614588
11488
14517617614517688
20613373
24815214511414515224873
133206
146308205350465205146340146205465350205308146205233146410333205340205333410146233205
529375
10093787793777893
10076935298
1006099
10091969196
100599998
TOLERANTA AMPLASARE CONECTORI: 5 mmCONECTORI - INNADIRI:NODNR
PLACATIP
GROSIMEmm
LUNGIMEmm
CSI%
8 14 28 34
T150T150T150T150
145145145145
205205205205
56554646
PREZENTUL PROIECT ESTE CALCULAT CU PLACI MULTICUI MITEK CONFORMCE 1020-CPD-070038938 & 1224-CPD-0174 SI ESTE VALABIL NUMAI IN IN CONDITIILE FOLOSIRII PLACILOR MULTICUI SPECIFICATE.
VEZI NOTELE DE CALCUL PENTRU INFORMATII CARE NU SUNT IN TABELE