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8/10/2019 elk Proje Son Hal
1/86
i
NSZ
Esiz bir inaat malzemesi olmasna karn eksik ya da yanl bilgiler nedeniyle
yllardr gz ard edilen elik ile bu malzeme kullanarak bir ok gelimi lkede ve zellikleTrkiye gibi aktif deprem blgesinde bulunan lkelerde yaplan elik yaplara gerekli nem
verilmemesi ve elik yaplar konusunda proje yapabilen ve detaylandrabilen mhendislerin
lkemizde az olmas elik yaplar projesini almamn nedenidir.
Hazrlam olduum elik yaplar yl ii projesinde kafes sistem olarak tekil edilecek
atnn detayl olarak proje zm ve izimlerini hazrladm. Proje donelerinden yararlanarak
bir elik kafes sistemin her trl hesab ve uygulamaya esas izimleri proje formatnda
hazrladm.Farkl elik kafes sistemlerin zmleri farkl verilere dayanarak zmlendi.
Hazrlanan elik kafes sistemleri ak sistemi bakmndan ve kaplama tr bakmndan
farkllklar gsteriyordu. Ak sistemi bakmndan basit, gerber ve mtemadi olarak tekil
edildi at kaplamas olarak ise ytong, sandvi panel, trapez galvanizli sac, asbestli imento
levha olarak deiik kaplamalar kullanld. Projelerdekullanlan farkl kaplama malzemeler
ve deiik ak sistemleri nedeni ile deiik metraj hesaplar elde edildi. Projeler asndaki
farkllklarve proje metraj hesaplarproje zm srasnda ve proje sonunda analiz edilerek
tartld projeler arasndaki farkllklar irdelendi.Ksaca projemdeki veriler ve hesap admlar
zerinde durmak istiyorum.
Benim hazrlam olduum elik kafes atnn tipi Dolup kaplama malzemesi olarak
sandvi panel kullanld, elik kafes sistemin dm noktalarnda kaynakl birleim yapld.
Kaplama ve dier ykleri st balk ubuuna aktaran ak cinsi ise gerber olarak tekil
edilmitir. ncelikle verilerden yararlanarak kafes sistemde bulunan ubuk uzunluklarn
belirledim. Gerber kiri ana sahip sistemde gerekli hesaplamalar yaparak kafes kiri
aralmz 8 adet olup 9adet makastan tekil edilmitir. at kaplamas olarak kullanacamz
sandvi panel hakknda internetten aratrma yaparak kullanacam panel trn setim ve
tayaca yk buldum.Daha sonra ak profilini belirlemek zere gergisiz zm, L/2 de
gergili zm ve L/3 de gergili zm yapp, gergi ubuu hesab da yaplarak ekonomik
mukayese tablosu oluturuldu ve ak profili belirledim. k profili belirlendikten sonra
ubuk kuvvetlerini zati yk, yarm kar, tam kar, soldan ve sadan rzgar yk yklemelerine
gre bulundu. kar yk iin dm noktalar ile zmleme yaptk ve son olarak sistem
SAP2000 programnda zlerek ubuk kuvvetleri tablosu oluturuldu., kar yk iin
8/10/2019 elk Proje Son Hal
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ii
dm noktalar zm ve SAP2000 zmlerinden elde edilen ubuk kuvvetleri
karlatrld. Elde edilen ubuk kuvvetlerine gre eitli tahkikler ile st balk, alt balk,
diyagonaller ve dikme ubuklarnn kesitlerini belirledim.
Sistemimiz simetrik olduundan dolay yarm sistemdeki 7 dm iin dm
noktalarnn tekil ve hesaplarn yaptm. Dm noktalarnn birleimlerini kaynakl olarak
zdm ve yaplacak olan kaynak boylar ve kalnlklarn belirledim. Dm noktalar
birleim detay hesaplar ile birlikte izerek gsterildi. Autocad programnda 1/50 lekte at
plan , lekte dm detaylar izidi ve hazrland.Rzgar ve rijitlik balamalar hesab
yaplarak proje izimlerine lekte izimleri eklendi. Yaplan tm proje izimleri kt
alnarak hocamz tarafndan kontrol edildi ve gerekli eksiklikler giderilerek istenilen
dzeltmeler yapld.
Son olarak projede kullanlan tm elik malzemenin metrajn karttm. Tm
arkadalarmzn metraj hesaplarn yapmas ile farkl tip kafes sistemlerin veya kullanlan
farkl yntem ve malzemelerin proje maliyetine etkisini karlatrmalar yaparak analiz ettik.
elik yaplar yl ii projesini yaparken daha nce alm olduumuz elik1 ve elik2
derslerinde grdmz birleim hesaplar, ubuk kesit hesaplarn ,izimler srasnda autocad
program veproje zm srasnda SAP2000 programlarn kullandk.
Bu projede daha nce sadece tek para olarak verilen bir problem yerine tm bir
sistemin adm adm nasl zleceini, elik at hesap detaylarn ve izimlerini nasl
yapacamrendim.
Bu projeyi almaktaki amacm lkemizde yeterince nem verilmeyen elik yaplar
hakknda daha fazla bilgi edinmek ve elik proje yapabilen ve detaylandrabilenbir mhendis
olarak okuldan mezun olmak isteimdir.
Proje dersini veren Yrd. Do.Dr. Adnan KARADUMAN hocama proje sresince
yapm olduu yardmlar, bize katm olduu bilgi ve kazandrd tecrbelerden dolayteekkr ederim.
Rdvan AHN
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iii
NDEKLER
NSZ ....................................................................................................................................... i
NDEKLER........................................................................................................................ iii
ELK YAPILAR YIL PROJES VERLER............................................................... 5
UBUK UZUNLUKLARININ BELRLENMES............................................................... 5
KAFES KR ARALIKALARININ BULUNMASI ........................................................ 6
YK ANALZ ......................................................................................................................... 7
ATI KAPLAMASI SEM ............................................................................................... 7AIK HESABI .......................................................................................................................... 8
A. Gergisiz zm ................................................................................................................. 8
B. L/2de Gergili zm: ..................................................................................................... 10
C. L/3 de Gergili zm: ................................................................................................... 11
GERG UBUU HESABI .................................................................................................. 12
A. L/2 de Gergi ubuu Hesab:....................................................................................... 12
B. L/3 de Gergi ubuu Hesab:....................................................................................... 14
GERG UBUKLARI N METRAJ............................................................................... 15
A. L/2 de Gergi ubuu : .................................................................................................... 15
B. L/3 de Gergi ubuu ....................................................................................................... 15
EKONOMK MUKAYESE TABLOSU.............................................................................. 15
ATI MAKASI YKLERNN BELRLENMES............................................................ 16
A. Zati Yk Hesab:............................................................................................................. 16
B. Kar Yk Hesab: ............................................................................................................ 16
1. Tam Kar Yk: ............................................................................................................. 16
2. Yarm Kar Yk: ......................................................................................................... 17
C. Rzgar Yk : .................................................................................................................. 18
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iv
1. Soldan Rzgar Yk : .................................................................................................. 18
2. SadanRzgar Yk : .................................................................................................. 18
ubuk Kuvvetlerinin Bulunmas :.................................................................................... 18
ZAT YKLEME N DM NOKTALARI YNTEM LE ZM.................. 18
TAM KAR YK N DM NOKTALARI YNTEM LE ZM ................. 21
1/2 KAR YK SOL N DM NOKTALARI YNTEM LE ZM............ 24
1/2 KAR YK SAG N DM NOKTALARI YNTEM LE ZM ............29
SOLDAN RZGAR YK N DM NOKTALARI YNTEM LE ZM34
ELEMAN EKSENEL KUVVETLERNN SAP2000 LE BULUNMSI.......................... 39UBUK KUVVETLER TABLOSU................................................................................... 49
UBUK KESTLERNN TAYN ...................................................................................... 50
A. st Balk ubuunun Tayini: ........................................................................................ 50
B. Alt Balk ubuunun Tayini:........................................................................................ 50
C. Dikme ubuklarnn Tayini: ............................................................................................ 51
D. Diyagonal ubuklarnn Tayini: ...................................................................................... 51
KOLON HESABI ................................................................................................................... 52
DM NOKTALARININ TEKLLER VE HESAPLARI......................................... 55
A. 1 NOLU DM NOKTASI:....................................................................................... 55
B. 2 NOLU DM NOKTASI:....................................................................................... 56
C. 3NOLU DM NOKTASI........................................................................................ 58
D. 4 NOLU DM NOKTASI........................................................................................ 60
E. 5NOLU DM NOKTASI: ........................................................................................ 62
F. 6NOLU DMNOKTASI: ........................................................................................ 64
G. 7NOLU DM NOKTASI: ........................................................................................ 66
RZGAR VE RJTLK BAGLANTILARI....................................................................... 68
METRAJ HESABI ............................................................................................................... 69
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Konu:PROJE VERLER
PROJE VERLERTip = DLs = 38 ma = 1,9 mklim blgesi = 2L = 6a = 6. 1,9 = 11,4 m.at Eimi = 8Duvar kalnl= 1,5 t = 1,5.20 = 30 cm = 0,3 mat Kaplamas = Sandvi Panel KaplamaAklar = Gerber
Birletirme Vastas = Kaynak 1
UBUK UZUNLUKLARININ BELRLENMES
O : st balk ubuklar D: Diyagonal ubuklarU : Alt balk ubuklar V : Dikey ubuklar
U1 = U2 = U3 = U4 = U5 = U6 = 1900 mmV1 = V5 = 1900 mm
O1= O6 = D1 = D4 = mm268719001900 22
V2 = V4 = ( 1900 * tan8 ) + 1900 = 2167 mm
O2= O5 = mm19191900267 22
V3 = ( 1900 * tan8 ) + 2167 = 2434 mm
O2= O5 = mm19191900267 22
O3 = O4 = mm19181900266 22
D2 = D3 = mm288221671900 22
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Konu: KAFES KR ARALIKLARININBULUNMASI
KAFES KR ARALIKLARININ BULUNMASI
MABA
A
BMBC
C DMCD
DB a L1 a C
M AB M BC = M B =M C L k kenar aklk boyu
Lk = 0,8535 L a = 0,1465L a=mafsaln mesnete uzaklL =kafes kiri aral
Ls - 1,5*t = 2*Lk + n*L38 - 1,5*0,2 = 2*.0,853L + n*L37,7 = 1,707*L + n*L
n=3 iin L = 8 mn=4 iin L = 6,6 mn=5 iin L = 5,62 m n = 6 iin L = 4,89 m seildi.n=6 iin L = 4,89 m
6 tane i aklk , 2 tane kenar aklk seildi .
L k= 0,8535*L = 0,853*4,89 = 4,17 m (kenar aklk boyu)
a = 0,1465*L = 0,1465*4,89 = 0,716 m (mafsaln mesnete uzakl)
L 1 = 0,707*L = 0,707*4,89 = 3,457 m (mafsallar aras mesafe)
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Konu:YK ANALZ
YK ANALZ
Kar Yk:Konyann rakm 1016metredir.Ve iklim blgesi 2e gre TS498de 1000mile 1500m arasndaki yerler iin tabloda verilen deerler 00 10 artrlr.
at eimi 30 0 nin altnda olduundan P k= P 0k kabul edilir.
g k= P 0k (1+0,1) = 105* (1+0,1) 115,5 kg/m2 (yatay dzlem)
Rzgar Yk:Yapnn zeminden ykseklii 0-8 m arasnda olduundan TS498e greq = 50 kg/m 2 dir.w = c.q dur.
gw
=1,2*sin *50 = 8,35 kg/m 2
TS498e gre mnferit tayc yap elemanlar iin (mertek,ak,cephe eleman vs.) rzgarbasnc deeri katsays 1/4 orannda artrlr.
gw
=1,25*8,35 = 10,4375 kg/m 2 (at dzlemi)
gw
=10,4375/cos8 = 10,54 kg/m 2 (yatay dzlem)
at Kaplamasna etkiyen yk = 115,5+10,54+10=136,04 kg/m2
ATI KAPLAMASI SEM
Proje verilerine gre sandvi pane kaplama kullanlacaktr. Panel kaplama eitlerinden iseThermoproof Panel(Polireten Dolgulu Sandvi Panel) seilmitir. Thermoproof panellerdeat panelleri; 3 hadveli,5 hadveli, Teras ve Az eilimli at olarak 3 eittir.
Kullanacamz at paneli akla ve dolgu malzememizin kalnlna gre farkldayanm glerine ular.Seilen s=30 mm 0,5+0,5 ALU+SACg= 6,09 kg/m a=1,9 m iin q=175 kg/m2yk tar.q=175>136,04 kg/m2 olduundan kaplama gvenlidir.Buna gre;
g z = 6,09 kg/m2 (at dzlemi)
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Konu:GERGSZ ZM
GERGSZ ZM
gz= 6,09 kg/m 2
g z /cos = 6,089/ cos8 = 6,15 kg/m2
Ak zati arl (tablodan)ga=7,6 kg/m 2
Rzgar ve rijitlikbalamas arl = 1/5*g a =1/5*7,6 = 1,52 kg/m2
aakz g.
5
1gg
cos
gg
g =6,15 +115,5 + 7,6 + 1,52 = 130,77 kg/m2
q1e gre hesap zor olduundan
q1x ve q y1 diye iki bileene ayrdk.
q1= a.g 130,77*1,9 = 248,463 kg/m
q x1 = q 1 .cos = 248,463 * cos8 = 246 kg/m
q 1y1 q .sn = 248,463 * sn8 = 34,58kg/m
kgmLq
My
kgmLq
Mx
y
x
68,5116
89,4*58,34
16
*
65,36716
89,4*246
16
*
22
1
22
1
2/4,1 cmtWy
My
Wx
Mx
IPE120 profili iin
4,1/29,165,8
168,5
53
765,36 2 cmt
Wy
M
Wx
M uygundur
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Konu:GERGSZ ZM
An 1m uzunluuna gelen yk (HZ yklemesi)
aakz g.
5
1gg
cos
gg
g =6,15 +115,5 + 7,6 + 1,52 = 130,77 kg/m2
q= a.g 130,77*1,9 = 248,463 kg/m
q 209,1*54,10* aww kg/m
q 04,266208cos*463,248cos*2 wx qaq kg/m
58,358sin*463,248sin*2 aqq y kg/m
kgmLq
My
kgmLq
Mx
y
x
17,5316
89,4*58,35
16
*
6,39716
89,4*04,266
16
*
22
2
22
2
2/6,1 cmtWy
My
Wx
Mx
IPE120 profili iin
6,1/36,165,8
317,5
53
76,39 2 cmt
Wy
M
Wx
M yx uygundur
Sehim Tahkiki
cmfx 18,1318
89,4*04,26600248,0
4
cmfy 82,17,27
89,4*58,3500248,0
4
cmL
cmfyfxf 445,2200
489
20017,2
22
IPE120 profili sehim tahkikine gre uygundur.
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Konu:L/2DEN TEK GERGL ZM
* L/2 den TEK GERGL ZM ( H Yklemesi )
q1x= qmax.cos = 248,463 * cos8 = 246 kg/mq1y maxq .sn = 248,463 * sn8 = 34,58kg/m
kgmLqx
Mx 65,36716
89,4*246
16
* 22
My = 0,11*qy*L2=0,11*34,58*2,4452= 22,74 kgm
2/4,1 cmtWy
My
Wx
Mx
IPE120 profili iin
4,1/95,065,8
274,2
53
765,36 2 cmt
Wy
M
Wx
M yx uygundur
* L/2 den TEK GERGL ZM ( HZ Yklemesi )
q 2662024612 wxx qq kg/m
58,34058,34012 yy qq kg/m
kgmM
kgmLqM
y
xx
74,22445,2*58,34*11,0
54,39716
89,4*26616*
2
2
22
22
2/6,1 cmt
Wy
My
Wx
Mx
IPE120 profili iin
6,1/01,165,8
274,2
53
754,39 2 cmtWy
M
Wx
M yx
uygundur
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11
Konu:L/3DEN TEK GERGL ZM
Sehim Tahkiki
cmfx 18,1318
89,4,*26600248,0
4
cmfy 11,07,27
445,2*58,3400248,0
4
cmL
cmfyfxf 445,2
200
489
200
19,122
IPE120 profili sehim tahkikine gre uygundur.
* L/3 den GERGL ZM ( H Yklemesi )q1x= qmax.cos = 248,463 * cos8 = 246 kg/m
q1y maxq .sn = 248,463 * sn8 = 34,58kg/m
kgmLqx
Mx 65,367
16
89,4*246
16
* 22
My = 0,135*qy*L2=0,135*34,58*1,632= 12,4 kgm
2/4,1 cmtWy
My
Wx
Mx
IPE100 profili iin
4,1/29,179,5
24,1
2,34
765,36 2 cmt
Wy
M
Wx
M yx uygundur
* L/3 den GERGL ZM ( HZ Yklemesi )
q 2662024612 wxx qq kg/m
58,34058,34012 yy qq kg/m
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12
Konu:L/2DEN TEK GERGL ZMN GERG UBUGU HESABI
kgmM
kgmLqM
y
xx
4,1263,1*58,34*135,0
54,39716
89,4*26616*
2
2
22
22
2/6,1 cmt
Wy
My
Wx
Mx
IPE120 profili iin
6,1/38,179,5
24,1
2,34
754,39 2 cmtWy
M
Wx
M yx uygundur
Sehim Tahkiki
cmfx 2,2171
89,4*26600248,0
4
cmfy 19,0
9,15
445,2*58,3400248,0
4
cmL
cmfyfxf 445,2200
489
20021,222
IPE100 profili sehim tahkikine gre uygundur.
1 ) L/2 den Gergili zm iin Gergi ubuu Hesab
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13
Konu:L/2DEN TEK GERGL ZMN GERG UBUGU HESABI
o
a
L5228,1
9,1
)2/89,4()2/(tan
IPE120 profili iin F=13,2 cm2ve G=10,4 kg/m
ga=G/a =10,4 / 1,9 = 5,47 kg/m2
1215,0
27,168cos*2
12185,0
1120
19,207
19,2075,2*9,1*445,2*84,175,3*2,2*2
*
/84,17sin*
/214,128094,147,55,11515,65
1
cos
2
,
2
2
,
2
DonatSeilen
em
DonatSeilen
emz
y
y
aakz
cmQ
As
kgQN
Q
cmN
As
kgL
qN
mkgqq
mkgggggg
g
SONU:L/2 de gergi ubuu 12 olarak tespit edildi.
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14
Konu:L/3DEN TEK GERGL ZMN GERG UBUGU HESABI
2 ) L/3 den Gergili zm iin Gergi ubuu Hesab
o
a
L7,4086,0
9,1
)3/89,4()3/(tan
IPE100 profili iin F=10,3 cm2ve G=8,1 kg/m
ga=G/a=8,1/1,9=4,26 kg/m2
12193,0
18,216cos
12146,01120
89,163
89,1633*9,1*3
*
/64,17sin*
/762,126852,026,45,11515,65
1
cos
2
,
2
2
2
,
2
2
2
DonatSeilen
em
DonatSeilen
em
y
y
aakz
cmQ
As
kgQN
Q
cmN
As
kgL
qN
mkgqq
mkgggggg
g
SONU:L/3 de gergi ubuu 12 olarak tespit edildi.
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15
Konu:ATI MAKAS YKLERNNBELRLENMES
GERG UBUKLARI N METRAJL/2 'den gergi ubuu iin metraj
Bir kafes kiriteki gergi ubuu boyu ; ( L )
L= [ 1900+1900+2* 22 24361900 ) ] * 2 = 19957 mm8 tane kafes kiri aral iin toplam boy ;L == 19957*8=159,656 mNOT = Yaklak olarak hesaplanan bu gergi ubuklar aklara tespit edilirken tam boylarndanfazla olaca iin gerekli malzeme ( L uzunluu ) % 5 artrlr .L
gerek= 159,629 * (1+0,05) =167,61 m
ubuunun arl toplam = 167,61 * 0,888 = 148,84 Kg
L/3 'den gergi ubuu iin metraj
Bir kafes kiriteki gergi ubuu boyu ; ( L )
L= [ 4*1900+2* 22 16241900 ) ] * 2 = 25198 mm8 tane kafes kiri aral iin toplam boy ;L == 25198*8=201,584 mNOT = Yaklak olarak hesaplanan bu gergi ubuklar aklara tespit edilirken tam boylarndanfazla olaca iin gerekli malzeme ( L uzunluu ) % 5 artrlr .L gerek = 201,584* (1+0,05) =211,66m ubuunun arl toplam = 211,66 * 0,888 = 187,95 Kg
Sonu: Toplam elik arlnn kyaslanmas sonucunda L/3de gergili zm en az malzemegerektirdiinden (ekonomik olduundan) L/3de gergi yaplmasna karar verilmitir.
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Konu:ATI MAKAS YKLERNNBELRLENMES
ATI MAKAS YKLERNN BELRLENMESA) ZAT YK g= g1+ ga+ga/5 + gmakas g= 6,15 + 4,26 +0,85 + 11,4 = 22,66kg/m2 =22,66*4,89*11,4 = 1263kgP = /n=210 kg P/2 = 105 kg
B) TAM KAR YK = L* L0* qk = 115,5*11,4* 4,89 = 6438 kgP = /6 = 6438/6 = 1071 kg
8/10/2019 elk Proje Son Hal
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T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
17
Konu:ATI MAKAS YKLERNNBELRLENMES
C) 1/2 (YARIM) KAR YK (SOL) = L/2* L0* qk = 115,5*5,7* 4,89 = 3219 kgP = /3 = 3219/3 = 1071 kg
D) SOLDAN RZGAR YK8 iin WA= -11,6 WB= 20Yarm at Alan (Falan)
= WA* FAlan = -11,6*28 = -324,8 kg (emme)
= WB* FAlan= -20*28 = -560 kg (emme)PA1= 324,8/3 = 108,26=110 kgPA2= 110/2=55 kgPB1 = 560/3=186,66=188 kgPB2= 188/2=94 kg
8/10/2019 elk Proje Son Hal
18/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
18
Konu:ATI MAKAS YKLERNNBELRLENMES
DM NOKTALARI YNTEMA)Zati ykleme
8/10/2019 elk Proje Son Hal
19/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
19
Konu:DM NOKTALARIYNTEM LEUBUKKUVVETLERNN BULUNMASI
1-1 KESM
M10=0 105*5,7+210*3,8+210*1,9=630*5,7+O3*sin*1,9+O3*cos*2,167O3=O4=-740,98
y=0 105+210+210+D2*sin=630+(-740,98)*0,14
D2=D3=2,24x=0 U3+(-740,98)*1+2,24*0,66=0U3=U4=736,5
3 DM
x=0 -737,98*1+2,24*0,66=O2*1O2=O5=-736,5
y=0 210+V2+2,24*0,75+(-736,5)*0,14=(-737,98)*0,14V2=V4=-211,89
8/10/2019 elk Proje Son Hal
20/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
20
Konu:DM NOKTALARIYNTEM LEUBUKKUVVETLERNN BULUNMASI
9 DM
y=0 -211,89+D1*0,7=0D1=D4=302,7
x=0 736,5=302,7*0,7+U2U2=U5=524,61
2 DM
x=0 -736,5*1+302,7*0,7=O1*sinO1=O6=-749,44
y=0 210+V1+302,7*0,7+(-749,44*0,7)=-736,5*0,14V1=V5=0
8 DM
U1=U6=524,61
8/10/2019 elk Proje Son Hal
21/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
21
Konu:DM NOKTALARIYNTEM LEUBUKKUVVETLERNN BULUNMASI
4 DM
y=0 210+V3+2*(-737,98*0,14)=0V3=-3,37
B)Tam Kar Yk
8/10/2019 elk Proje Son Hal
22/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
22
Konu:DM NOKTALARIYNTEM LEUBUKKUVVETLERNN BULUNMASI
1-1 KESM
M10=0 535,5*5,7+1071*3,8+1071*1,9=3213*5,7+O3*sin*1,9+O3*cos*2,167O3=O4=-3763,7
y=0 535,5+1071+1071+D2*sin=3213+(-3763,7)*0,14D2=D3=11,42
x=0 U3+(-3763,7)*1+11,42*0,66=0U3=U4=3756,15
3 DM
x=0 -3763,7*1+11,42*0,66=O2*1O2=O5=-3756,15
y=0 1071+V2+11,42*0,75+(-3756,15)*0,14=(-3763,7)*0,14V2=V4=-1080,64
8/10/2019 elk Proje Son Hal
23/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
23
Konu:DM NOKTALARIYNTEM LEUBUKKUVVETLERNN BULUNMASI
9 DM
y=0 -1080,64+D1*0,7=0D1=D4=1543,77
x=0 3756,15=1543,77*0,7+U2U2=U5=2675,51
2 DM
x=0 -3756,15*1+1543,77*0,7=O1*sinO1=O6=-3822,14
y=0 1071+V1+1543,77*0,7+(-3822,14*0,7)=-3756,15*0,14
V1=V5=0
8 DM
U1=U6=2675,51
8/10/2019 elk Proje Son Hal
24/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
24
Konu:DM NOKTALARIYNTEM LEUBUKKUVVETLERNN BULUNMASI
4 DM
y=0 1071+V3+2*(-3763,7*0,14)=0V3=-17,19
C)Yarm Kar Yk Soldan
8/10/2019 elk Proje Son Hal
25/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
25
Konu:DM NOKTALARIYNTEM LEUBUKKUVVETLERNN BULUNMASI
1DGM
M2=0 535*1,9-2407,5*1,9+U1*1,9=0U1=1872,5
x=0 1872,5+O1*cos45=0O1=-2648,1
8 DM
V1=0U2=1872,5
2 DM
y=0 1070-O2*sin8+D1*cos45+(-2648,1)*cos45=0x=0 O2*cos8+D1*sin45-(-2648,1)*sin45=0O2=-2369,3D1=670
8/10/2019 elk Proje Son Hal
26/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
26
Konu:DM NOKTALARIYNTEM LEUBUKKUVVETLERNN BULUNMASI
9 DM
y=0 V2+670*cos45=0V2=-473,76
x=0 1872,5+670*cos45=U3U3=2346,3
3 DM
y=0 O3*sin8-(-2369,3)*sin8+473,76-D2*0,75+1070x=0 O3*cos8-(2369,3)*cos8+D2*0,66
O3=-1897,8D2=-707,44
8/10/2019 elk Proje Son Hal
27/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
27
Konu:DM NOKTALARIYNTEM LEUBUKKUVVETLERNN BULUNMASI
7 DM
M6=0 802,5*1,9=U6*1,9U6=802,5
y=0 O6*cos45+802,5=0 O6=-1134,9
12 DM
y=0 V5=0U5=802,5
6 DM
x=0 -1134,9*cos45-O5*cos8-D4*cos45=0y=0 -1134,9*sin45-O5*sin8+D4*sin45=0
O5=-1421,6
D4=855,98
8/10/2019 elk Proje Son Hal
28/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
28
Konu:DM NOKTALARIYNTEM LEUBUKKUVVETLERNN BULUNMASI
11 DM
y=0 V4+855,98*cos45=0V4=-605,27
y=0 U4-802,5-855,98*sin45=0U4=1407,77
5 DM
x=0 -1421,6*cos8-O4*cos8-D3*0,66=0y=0 -1421,6*sin8-605,27+D3*0,75-O4*sin8=0
O4=-1900,4 D3=718,41
10 DM
8/10/2019 elk Proje Son Hal
29/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
29
Konu:DM NOKTALARIYNTEM LEUBUKKUVVETLERNN BULUNMASI
y=0 V3+718,41*0,75-707,44*0,75=0V3=-8,23
D)Yarm Kar Yk Sadan
8/10/2019 elk Proje Son Hal
30/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
30
Konu:DM NOKTALARIYNTEM LEUBUKKUVVETLERNN BULUNMASI
7DGM
M6=0 535*1,9-2407,5*1,9+U6*1,9=0U6=1872,5
x=0 1872,5+O6*cos45=0O6=-2648,1
12 DM
V5=0U5=1872,5
8/10/2019 elk Proje Son Hal
31/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
31
Konu:DM NOKTALARIYNTEM LEUBUKKUVVETLERNN BULUNMASI
6 DM
y=0 1070-O5*sin8+D4*cos45+(-2648,1)*cos45=0x=0 O5*cos8+D4*sin45-(-2648,1)*sin45=0
O5=-2369,3D4=670
11 DM
y=0 V4+670*cos45=0V4=-473,76x=0 1872,5+670*cos45=U4
U4=2346,3
8/10/2019 elk Proje Son Hal
32/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
32
Konu:DM NOKTALARIYNTEM LEUBUKKUVVETLERNN BULUNMASI
5 DM
y=0 O4*sin8-(-2369,3)*sin8+473,76-D3*0,75+1070x=0 O4*cos8-(2369,3)*cos8+D3*0,66
O4=-1897,8D3=-707,44
1DM
M2=0 802,5*1,9=U1*1,9U1=802,5
y=0 O1*cos45+802,5=0O1=-1134,9
8 DM
y=0 V1=0U2=802,5
8/10/2019 elk Proje Son Hal
33/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
33
Konu:DM NOKTALARIYNTEM LEUBUKKUVVETLERNN BULUNMASI
2 DM
x=0 -1134,9*cos45-O2*cos8-D1*cos45=0y=0 -1134,9*sin45-O2*sin8+D1*sin45=0
O2=-1421,6D1=855,98
9 DM
y=0 V2+855,98*cos45=0V2=-605,27
y=0 U3-802,5-855,98*sin45=0U3=1407,77
3 DM
x=0 -1421,6*cos8-O3*cos8-D2*0,66=0y=0 -1421,6*sin8-605,27+D2*0,75-O3*sin8=0
O3=-1900,4 D2=718,41
8/10/2019 elk Proje Son Hal
34/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
34
Konu:DM NOKTALARIYNTEM LEUBUKKUVVETLERNN BULUNMASI
10 DM
y=0 V3+718,41*0,75-707,44*0,75=0V3=-8,23
E)Rzgar Yk Soldan
8/10/2019 elk Proje Son Hal
35/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
35
Konu:DM NOKTALARIYNTEM LEUBUKKUVVETLERNN BULUNMASI
1DGM
y=0 O1*sin45-382,27=0O1=540,61
x=0 U1-170,92+(540,61*cos45)=0U1=-211,35
8 DM
V1=0U2=-211,35
2 DM
y=0 77,78+O2*sin8=(540,61*sin459+D1*sin45x=0 O2*cos8+D1*cos45=77,78+(540,61*cos45)O2=670,65D1=-298,04
8/10/2019 elk Proje Son Hal
36/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
36
Konu:DM NOKTALARIYNTEM LEUBUKKUVVETLERNN BULUNMASI
9 DM
y=0 V2+(-298,04*sin45)V2=210,74
x=0 -211,35+(-298,04*cos45)=U3U3=-422,7
3 DM
y=0 109-210,74+O3*sin8-D2*sin49-670,65*sin8=0
x=0 O3*cos8+D2*cos49=15,31+670,65*cos8O3=771,96D2=-117,92
8/10/2019 elk Proje Son Hal
37/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
37
Konu:DM NOKTALARIYNTEM LEUBUKKUVVETLERNN BULUNMASI
4 DM
x=0 10,85+O4*cos8=771,96O4=768,59
y=0 295,17=V3+768,59*sin8V3=80,76
10 DM
y=0 80,76+D3*sin49+(-117,92*sin49)=0D3=10,91
x=0 -422,7+(-117,92*cos49)=10,91*cos49+U4U4=-507,22
8/10/2019 elk Proje Son Hal
38/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
38
Konu:DM NOKTALARIYNTEM LEUBUKKUVVETLERNN BULUNMASI
5 DM
x=0 26,16+O5*cos8=10,91*cos49+(-768,59*cos8)O5=740,63
y=0 V4-186,17+10,91*sin49+740,63*sin8-768,59*sin8=0V4=182,18
11 DM
y=0 182,18+D4*sin45=0D4=-257,64
x=0 -257,64*cos45+U5=-507,22U5=-325
12 DM
V5=0 U6=-325
8/10/2019 elk Proje Son Hal
39/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
39
Konu:SAP2000 LE UBUKKUVVETLERNN BULUNMASI
6 DM
yy==00 OO66**ssiinn4455++DD44**ssiinn4455==113333++774400,,6633**ssiinn88
xx==00 113333++OO66**ccooss4455==DD44**ccooss4455++774400,,6633**ccooss88
OO66==559911,,4499 DD44==--225577,,6644
TABLE: Element Forces - Frames
Frame Station OutputCase CaseType P V2 V3 T M2Text m Text Text Tonf Tonf Tonf Tonf-m Tonf-m
03 0 ZATI LinStatic -0,7449 0 0 0 0
03 0,95933 ZATI LinStatic -0,7449 0 0 0 0
03 1,91867 ZATI LinStatic -0,7449 0 0 0 0
04 0 ZATI LinStatic -0,7449 0 0 0 0
04 0,95933 ZATI LinStatic -0,7449 0 0 0 0
04 1,91867 ZATI LinStatic -0,7449 0 0 0 0
05 0 ZATI LinStatic -0,7437 0 0 0 0
05 0,95933 ZATI LinStatic -0,7437 0 0 0 0
05 1,91867 ZATI LinStatic -0,7437 0 0 0 006 0 ZATI LinStatic -0,7425 0 0 0 0
06 1,3435 ZATI LinStatic -0,7425 0 0 0 0
06 2,68701 ZATI LinStatic -0,7425 0 0 0 0
D1 0 ZATI LinStatic 0,2991 0 0 0 0
D1 1,3435 ZATI LinStatic 0,2991 0 0 0 0
D1 2,68701 ZATI LinStatic 0,2991 0 0 0 0
D2 0 ZATI LinStatic 0,0018 0 0 0 0
D2 1,441 ZATI LinStatic 0,0018 0 0 0 0
D2 2,88199 ZATI LinStatic 0,0018 0 0 0 0
D3 0 ZATI LinStatic 0,0018 0 0 0 0
D3 1,441 ZATI LinStatic 0,0018 0 0 0 0
D3 2,88199 ZATI LinStatic 0,0018 0 0 0 0
8/10/2019 elk Proje Son Hal
40/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
40
Konu:SAP2000 LE UBUKKUVVETLERNN BULUNMASI
D4 0 ZATI LinStatic 0,2991 0 0 0 0
D4 1,3435 ZATI LinStatic 0,2991 0 0 0 0
D4 2,68701 ZATI LinStatic 0,2991 0 0 0 0
O1 0 ZATI LinStatic -0,7425 0 0 0 0
O1 1,3435 ZATI LinStatic -0,7425 0 0 0 0
O1 2,68701 ZATI LinStatic -0,7425 0 0 0 0
O2 0 ZATI LinStatic -0,7437 0 0 0 0
O2 0,95933 ZATI LinStatic -0,7437 0 0 0 0
O2 1,91867 ZATI LinStatic -0,7437 0 0 0 0
U1 0 ZATI LinStatic 0,525 0 0 0 0
U1 0,475 ZATI LinStatic 0,525 0 0 0 0U1 0,95 ZATI LinStatic 0,525 0 0 0 0
U1 1,425 ZATI LinStatic 0,525 0 0 0 0
U1 1,9 ZATI LinStatic 0,525 0 0 0 0
U2 0 ZATI LinStatic 0,525 0 0 0 0
U2 0,475 ZATI LinStatic 0,525 0 0 0 0
U2 0,95 ZATI LinStatic 0,525 0 0 0 0
U2 1,425 ZATI LinStatic 0,525 0 0 0 0
U2 1,9 ZATI LinStatic 0,525 0 0 0 0
U3 0 ZATI LinStatic 0,7365 0 0 0 0
U3 0,475 ZATI LinStatic 0,7365 0 0 0 0U3 0,95 ZATI LinStatic 0,7365 0 0 0 0
U3 1,425 ZATI LinStatic 0,7365 0 0 0 0
U3 1,9 ZATI LinStatic 0,7365 0 0 0 0
U4 0 ZATI LinStatic 0,7365 0 0 0 0
U4 0,475 ZATI LinStatic 0,7365 0 0 0 0
U4 0,95 ZATI LinStatic 0,7365 0 0 0 0
U4 1,425 ZATI LinStatic 0,7365 0 0 0 0
U4 1,9 ZATI LinStatic 0,7365 0 0 0 0
U5 0 ZATI LinStatic 0,525 0 0 0 0
U5 0,475 ZATI LinStatic 0,525 0 0 0 0U5 0,95 ZATI LinStatic 0,525 0 0 0 0
U5 1,425 ZATI LinStatic 0,525 0 0 0 0
U5 1,9 ZATI LinStatic 0,525 0 0 0 0
U6 0 ZATI LinStatic 0,525 0 0 0 0
U6 0,475 ZATI LinStatic 0,525 0 0 0 0
U6 0,95 ZATI LinStatic 0,525 0 0 0 0
U6 1,425 ZATI LinStatic 0,525 0 0 0 0
U6 1,9 ZATI LinStatic 0,525 0 0 0 0
V1 0 ZATI LinStatic -8,882E-16 0 0 0 0
V1 0,95 ZATI LinStatic -8,882E-16 0 0 0 0V1 1,9 ZATI LinStatic -8,882E-16 0 0 0 0
V2 0 ZATI LinStatic -0,2115 0 0 0 0
8/10/2019 elk Proje Son Hal
41/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
41
Konu:SAP2000 LE UBUKKUVVETLERNN BULUNMASI
V2 1,0835 ZATI LinStatic -0,2115 0 0 0 0
V2 2,167 ZATI LinStatic -0,2115 0 0 0 0
V3 0 ZATI LinStatic -0,0027 0 0 0 0
V3 1,217 ZATI LinStatic -0,0027 0 0 0 0
V3 2,434 ZATI LinStatic -0,0027 0 0 0 0
V4 0 ZATI LinStatic -0,2115 0 0 0 0
V4 1,0835 ZATI LinStatic -0,2115 0 0 0 0
V4 2,167 ZATI LinStatic -0,2115 0 0 0 0
V5 0 ZATI LinStatic 8,882E-16 0 0 0 0
V5 0,95 ZATI LinStatic 8,882E-16 0 0 0 0
V5 1,9 ZATI LinStatic 8,882E-16 0 0 0 0TABLE: Element Forces - Frames
Frame Station OutputCase CaseType P V2 V3 T M2
Text m Text Text Tonf Tonf Tonf Tonf-m Tonf-m
03 0 KAR YUKU LinStatic -3,7956 0 0 0 0
03 0,95933 KAR YUKU LinStatic -3,7956 0 0 0 0
03 1,91867 KAR YUKU LinStatic -3,7956 0 0 0 0
04 0 KAR YUKU LinStatic -3,7956 0 0 0 0
04 0,95933 KAR YUKU LinStatic -3,7956 0 0 0 0
04 1,91867 KAR YUKU LinStatic -3,7956 0 0 0 0
05 0 KAR YUKU LinStatic -3,7895 0 0 0 005 0,95933 KAR YUKU LinStatic -3,7895 0 0 0 0
05 1,91867 KAR YUKU LinStatic -3,7895 0 0 0 0
06 0 KAR YUKU LinStatic -3,783 0 0 0 0
06 1,3435 KAR YUKU LinStatic -3,783 0 0 0 0
06 2,68701 KAR YUKU LinStatic -3,783 0 0 0 0
D1 0 KAR YUKU LinStatic 1,524 0 0 0 0
D1 1,3435 KAR YUKU LinStatic 1,524 0 0 0 0
D1 2,68701 KAR YUKU LinStatic 1,524 0 0 0 0
D2 0 KAR YUKU LinStatic 0,0091 0 0 0 0
D2 1,441 KAR YUKU LinStatic 0,0091 0 0 0 0D2 2,88199 KAR YUKU LinStatic 0,0091 0 0 0 0
D3 0 KAR YUKU LinStatic 0,0091 0 0 0 0
D3 1,441 KAR YUKU LinStatic 0,0091 0 0 0 0
D3 2,88199 KAR YUKU LinStatic 0,0091 0 0 0 0
D4 0 KAR YUKU LinStatic 1,524 0 0 0 0
D4 1,3435 KAR YUKU LinStatic 1,524 0 0 0 0
D4 2,68701 KAR YUKU LinStatic 1,524 0 0 0 0
O1 0 KAR YUKU LinStatic -3,783 0 0 0 0
O1 1,3435 KAR YUKU LinStatic -3,783 0 0 0 0
O1 2,68701 KAR YUKU LinStatic -3,783 0 0 0 0
O2 0 KAR YUKU LinStatic -3,7895 0 0 0 0
O2 0,95933 KAR YUKU LinStatic -3,7895 0 0 0 0
8/10/2019 elk Proje Son Hal
42/86
8/10/2019 elk Proje Son Hal
43/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
43
Konu:SAP2000 LE UBUKKUVVETLERNN BULUNMASI
V5 0 KAR YUKU LinStatic -3,553E-15 0 0 0 0
V5 0,95 KAR YUKU LinStatic -3,553E-15 0 0 0 0
V5 1,9 KAR YUKU LinStatic -3,553E-15 0 0 0 0
TABLE: Element Forces - Frames
Frame Station OutputCase CaseType P V2 V3 T M2
Text m Text Text Tonf Tonf Tonf Tonf-m Tonf-m
03 0 1/2 KAR YUKU SAG LinStatic -1,8978 0 0 0 0
03 0,95933 1/2 KAR YUKU SAG LinStatic -1,8978 0 0 0 0
03 1,91867 1/2 KAR YUKU SAG LinStatic -1,8978 0 0 0 0
04 0 1/2 KAR YUKU SAG LinStatic -1,8978 0 0 0 0
04 0,95933 1/2 KAR YUKU SAG LinStatic -1,8978 0 0 0 004 1,91867 1/2 KAR YUKU SAG LinStatic -1,8978 0 0 0 0
05 0 1/2 KAR YUKU SAG LinStatic -2,3685 0 0 0 0
05 0,95933 1/2 KAR YUKU SAG LinStatic -2,3685 0 0 0 0
05 1,91867 1/2 KAR YUKU SAG LinStatic -2,3685 0 0 0 0
06 0 1/2 KAR YUKU SAG LinStatic -2,6481 0 0 0 0
06 1,3435 1/2 KAR YUKU SAG LinStatic -2,6481 0 0 0 0
06 2,68701 1/2 KAR YUKU SAG LinStatic -2,6481 0 0 0 0
D1 0 1/2 KAR YUKU SAG LinStatic 0,8552 0 0 0 0
D1 1,3435 1/2 KAR YUKU SAG LinStatic 0,8552 0 0 0 0
D1 2,68701 1/2 KAR YUKU SAG LinStatic 0,8552 0 0 0 0D2 0 1/2 KAR YUKU SAG LinStatic 0,7161 0 0 0 0
D2 1,441 1/2 KAR YUKU SAG LinStatic 0,7161 0 0 0 0
D2 2,88199 1/2 KAR YUKU SAG LinStatic 0,7161 0 0 0 0
D3 0 1/2 KAR YUKU SAG LinStatic -0,707 0 0 0 0
D3 1,441 1/2 KAR YUKU SAG LinStatic -0,707 0 0 0 0
D3 2,88199 1/2 KAR YUKU SAG LinStatic -0,707 0 0 0 0
D4 0 1/2 KAR YUKU SAG LinStatic 0,6688 0 0 0 0
D4 1,3435 1/2 KAR YUKU SAG LinStatic 0,6688 0 0 0 0
D4 2,68701 1/2 KAR YUKU SAG LinStatic 0,6688 0 0 0 0
O1 0 1/2 KAR YUKU SAG LinStatic -1,1349 0 0 0 0O1 1,3435 1/2 KAR YUKU SAG LinStatic -1,1349 0 0 0 0
O1 2,68701 1/2 KAR YUKU SAG LinStatic -1,1349 0 0 0 0
O2 0 1/2 KAR YUKU SAG LinStatic -1,4211 0 0 0 0
O2 0,95933 1/2 KAR YUKU SAG LinStatic -1,4211 0 0 0 0
O2 1,91867 1/2 KAR YUKU SAG LinStatic -1,4211 0 0 0 0
U1 0 1/2 KAR YUKU SAG LinStatic 0,8025 0 0 0 0
U1 0,475 1/2 KAR YUKU SAG LinStatic 0,8025 0 0 0 0
U1 0,95 1/2 KAR YUKU SAG LinStatic 0,8025 0 0 0 0
U1 1,425 1/2 KAR YUKU SAG LinStatic 0,8025 0 0 0 0
U1 1,9 1/2 KAR YUKU SAG LinStatic 0,8025 0 0 0 0
U2 0 1/2 KAR YUKU SAG LinStatic 0,8025 0 0 0 0
U2 0,475 1/2 KAR YUKU SAG LinStatic 0,8025 0 0 0 0
8/10/2019 elk Proje Son Hal
44/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
44
Konu:SAP2000 LE UBUKKUVVETLERNN BULUNMASI
U2 0,95 1/2 KAR YUKU SAG LinStatic 0,8025 0 0 0 0
U2 1,425 1/2 KAR YUKU SAG LinStatic 0,8025 0 0 0 0
U2 1,9 1/2 KAR YUKU SAG LinStatic 0,8025 0 0 0 0
U3 0 1/2 KAR YUKU SAG LinStatic 1,4072 0 0 0 0
U3 0,475 1/2 KAR YUKU SAG LinStatic 1,4072 0 0 0 0
U3 0,95 1/2 KAR YUKU SAG LinStatic 1,4072 0 0 0 0
U3 1,425 1/2 KAR YUKU SAG LinStatic 1,4072 0 0 0 0
U3 1,9 1/2 KAR YUKU SAG LinStatic 1,4072 0 0 0 0
U4 0 1/2 KAR YUKU SAG LinStatic 2,3454 0 0 0 0
U4 0,475 1/2 KAR YUKU SAG LinStatic 2,3454 0 0 0 0
U4 0,95 1/2 KAR YUKU SAG LinStatic 2,3454 0 0 0 0U4 1,425 1/2 KAR YUKU SAG LinStatic 2,3454 0 0 0 0
U4 1,9 1/2 KAR YUKU SAG LinStatic 2,3454 0 0 0 0
U5 0 1/2 KAR YUKU SAG LinStatic 1,8725 0 0 0 0
U5 0,475 1/2 KAR YUKU SAG LinStatic 1,8725 0 0 0 0
U5 0,95 1/2 KAR YUKU SAG LinStatic 1,8725 0 0 0 0
U5 1,425 1/2 KAR YUKU SAG LinStatic 1,8725 0 0 0 0
U5 1,9 1/2 KAR YUKU SAG LinStatic 1,8725 0 0 0 0
U6 0 1/2 KAR YUKU SAG LinStatic 1,8725 0 0 0 0
U6 0,475 1/2 KAR YUKU SAG LinStatic 1,8725 0 0 0 0
U6 0,95 1/2 KAR YUKU SAG LinStatic 1,8725 0 0 0 0U6 1,425 1/2 KAR YUKU SAG LinStatic 1,8725 0 0 0 0
U6 1,9 1/2 KAR YUKU SAG LinStatic 1,8725 0 0 0 0
V1 0 1/2 KAR YUKU SAG LinStatic 0 0 0 0 0
V1 0,95 1/2 KAR YUKU SAG LinStatic 0 0 0 0 0
V1 1,9 1/2 KAR YUKU SAG LinStatic 0 0 0 0 0
V2 0 1/2 KAR YUKU SAG LinStatic -0,6047 0 0 0 0
V2 1,0835 1/2 KAR YUKU SAG LinStatic -0,6047 0 0 0 0
V2 2,167 1/2 KAR YUKU SAG LinStatic -0,6047 0 0 0 0
V3 0 1/2 KAR YUKU SAG LinStatic -0,0068 0 0 0 0
V3 1,217 1/2 KAR YUKU SAG LinStatic -0,0068 0 0 0 0V3 2,434 1/2 KAR YUKU SAG LinStatic -0,0068 0 0 0 0
V4 0 1/2 KAR YUKU SAG LinStatic -0,4729 0 0 0 0
V4 1,0835 1/2 KAR YUKU SAG LinStatic -0,4729 0 0 0 0
V4 2,167 1/2 KAR YUKU SAG LinStatic -0,4729 0 0 0 0
V5 0 1/2 KAR YUKU SAG LinStatic 0 0 0 0 0
V5 0,95 1/2 KAR YUKU SAG LinStatic 0 0 0 0 0
V5 1,9 1/2 KAR YUKU SAG LinStatic 0 0 0 0 0
TABLE: Element Forces - Frames
Frame Station OutputCase CaseType P V2 V3 T M2
Text m Text Text Tonf Tonf Tonf Tonf-m Tonf-m
03 0 1/2 KAR YUKU SOL LinStatic -1,8978 0 0 0 0
03 0,95933 1/2 KAR YUKU SOL LinStatic -1,8978 0 0 0 0
8/10/2019 elk Proje Son Hal
45/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
45
Konu:SAP2000 LE UBUKKUVVETLERNN BULUNMASI
03 1,91867 1/2 KAR YUKU SOL LinStatic -1,8978 0 0 0 0
04 0 1/2 KAR YUKU SOL LinStatic -1,8978 0 0 0 0
04 0,95933 1/2 KAR YUKU SOL LinStatic -1,8978 0 0 0 0
04 1,91867 1/2 KAR YUKU SOL LinStatic -1,8978 0 0 0 0
05 0 1/2 KAR YUKU SOL LinStatic -1,4211 0 0 0 0
05 0,95933 1/2 KAR YUKU SOL LinStatic -1,4211 0 0 0 0
05 1,91867 1/2 KAR YUKU SOL LinStatic -1,4211 0 0 0 0
06 0 1/2 KAR YUKU SOL LinStatic -1,1349 0 0 0 0
06 1,3435 1/2 KAR YUKU SOL LinStatic -1,1349 0 0 0 0
06 2,68701 1/2 KAR YUKU SOL LinStatic -1,1349 0 0 0 0
D1 0 1/2 KAR YUKU SOL LinStatic 0,6688 0 0 0 0D1 1,3435 1/2 KAR YUKU SOL LinStatic 0,6688 0 0 0 0
D1 2,68701 1/2 KAR YUKU SOL LinStatic 0,6688 0 0 0 0
D2 0 1/2 KAR YUKU SOL LinStatic -0,707 0 0 0 0
D2 1,441 1/2 KAR YUKU SOL LinStatic -0,707 0 0 0 0
D2 2,88199 1/2 KAR YUKU SOL LinStatic -0,707 0 0 0 0
D3 0 1/2 KAR YUKU SOL LinStatic 0,7161 0 0 0 0
D3 1,441 1/2 KAR YUKU SOL LinStatic 0,7161 0 0 0 0
D3 2,88199 1/2 KAR YUKU SOL LinStatic 0,7161 0 0 0 0
D4 0 1/2 KAR YUKU SOL LinStatic 0,8552 0 0 0 0
D4 1,3435 1/2 KAR YUKU SOL LinStatic 0,8552 0 0 0 0D4 2,68701 1/2 KAR YUKU SOL LinStatic 0,8552 0 0 0 0
O1 0 1/2 KAR YUKU SOL LinStatic -2,6481 0 0 0 0
O1 1,3435 1/2 KAR YUKU SOL LinStatic -2,6481 0 0 0 0
O1 2,68701 1/2 KAR YUKU SOL LinStatic -2,6481 0 0 0 0
O2 0 1/2 KAR YUKU SOL LinStatic -2,3685 0 0 0 0
O2 0,95933 1/2 KAR YUKU SOL LinStatic -2,3685 0 0 0 0
O2 1,91867 1/2 KAR YUKU SOL LinStatic -2,3685 0 0 0 0
U1 0 1/2 KAR YUKU SOL LinStatic 1,8725 0 0 0 0
U1 0,475 1/2 KAR YUKU SOL LinStatic 1,8725 0 0 0 0
U1 0,95 1/2 KAR YUKU SOL LinStatic 1,8725 0 0 0 0U1 1,425 1/2 KAR YUKU SOL LinStatic 1,8725 0 0 0 0
U1 1,9 1/2 KAR YUKU SOL LinStatic 1,8725 0 0 0 0
U2 0 1/2 KAR YUKU SOL LinStatic 1,8725 0 0 0 0
U2 0,475 1/2 KAR YUKU SOL LinStatic 1,8725 0 0 0 0
U2 0,95 1/2 KAR YUKU SOL LinStatic 1,8725 0 0 0 0
U2 1,425 1/2 KAR YUKU SOL LinStatic 1,8725 0 0 0 0
U2 1,9 1/2 KAR YUKU SOL LinStatic 1,8725 0 0 0 0
U3 0 1/2 KAR YUKU SOL LinStatic 2,3454 0 0 0 0
U3 0,475 1/2 KAR YUKU SOL LinStatic 2,3454 0 0 0 0
U3 0,95 1/2 KAR YUKU SOL LinStatic 2,3454 0 0 0 0U3 1,425 1/2 KAR YUKU SOL LinStatic 2,3454 0 0 0 0
U3 1,9 1/2 KAR YUKU SOL LinStatic 2,3454 0 0 0 0
8/10/2019 elk Proje Son Hal
46/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
46
Konu:SAP2000 LE UBUKKUVVETLERNN BULUNMASI
U4 0 1/2 KAR YUKU SOL LinStatic 1,4072 0 0 0 0
U4 0,475 1/2 KAR YUKU SOL LinStatic 1,4072 0 0 0 0
U4 0,95 1/2 KAR YUKU SOL LinStatic 1,4072 0 0 0 0
U4 1,425 1/2 KAR YUKU SOL LinStatic 1,4072 0 0 0 0
U4 1,9 1/2 KAR YUKU SOL LinStatic 1,4072 0 0 0 0
U5 0 1/2 KAR YUKU SOL LinStatic 0,8025 0 0 0 0
U5 0,475 1/2 KAR YUKU SOL LinStatic 0,8025 0 0 0 0
U5 0,95 1/2 KAR YUKU SOL LinStatic 0,8025 0 0 0 0
U5 1,425 1/2 KAR YUKU SOL LinStatic 0,8025 0 0 0 0
U5 1,9 1/2 KAR YUKU SOL LinStatic 0,8025 0 0 0 0
U6 0 1/2 KAR YUKU SOL LinStatic 0,8025 0 0 0 0U6 0,475 1/2 KAR YUKU SOL LinStatic 0,8025 0 0 0 0
U6 0,95 1/2 KAR YUKU SOL LinStatic 0,8025 0 0 0 0
U6 1,425 1/2 KAR YUKU SOL LinStatic 0,8025 0 0 0 0
U6 1,9 1/2 KAR YUKU SOL LinStatic 0,8025 0 0 0 0
V1 0 1/2 KAR YUKU SOL LinStatic 3,553E-15 0 0 0 0
V1 0,95 1/2 KAR YUKU SOL LinStatic 3,553E-15 0 0 0 0
V1 1,9 1/2 KAR YUKU SOL LinStatic 3,553E-15 0 0 0 0
V2 0 1/2 KAR YUKU SOL LinStatic -0,4729 0 0 0 0
V2 1,0835 1/2 KAR YUKU SOL LinStatic -0,4729 0 0 0 0
V2 2,167 1/2 KAR YUKU SOL LinStatic -0,4729 0 0 0 0V3 0 1/2 KAR YUKU SOL LinStatic -0,0068 0 0 0 0
V3 1,217 1/2 KAR YUKU SOL LinStatic -0,0068 0 0 0 0
V3 2,434 1/2 KAR YUKU SOL LinStatic -0,0068 0 0 0 0
V4 0 1/2 KAR YUKU SOL LinStatic -0,6047 0 0 0 0
V4 1,0835 1/2 KAR YUKU SOL LinStatic -0,6047 0 0 0 0
V4 2,167 1/2 KAR YUKU SOL LinStatic -0,6047 0 0 0 0
V5 0 1/2 KAR YUKU SOL LinStatic 0 0 0 0 0
V5 0,95 1/2 KAR YUKU SOL LinStatic 0 0 0 0 0
V5 1,9 1/2 KAR YUKU SOL LinStatic 0 0 0 0 0
TABLE: Element Forces - FramesFrame Station OutputCase CaseType P V2 V3 T M2
Text m Text Text Tonf Tonf Tonf Tonf-m Tonf-m
03 0 SOLDAN RZGAR LinStatic 0,772 0 0 0 0
03 0,95933 SOLDAN RZGAR LinStatic 0,772 0 0 0 0
03 1,91867 SOLDAN RZGAR LinStatic 0,772 0 0 0 0
04 0 SOLDAN RZGAR LinStatic 0,761 0 0 0 0
04 0,95933 SOLDAN RZGAR LinStatic 0,761 0 0 0 0
04 1,91867 SOLDAN RZGAR LinStatic 0,761 0 0 0 0
05 0 SOLDAN RZGAR LinStatic 0,7406 0 0 0 0
05 0,95933 SOLDAN RZGAR LinStatic 0,7406 0 0 0 0
05 1,91867 SOLDAN RZGAR LinStatic 0,7406 0 0 0 0
06 0 SOLDAN RZGAR LinStatic 0,5915 0 0 0 0
8/10/2019 elk Proje Son Hal
47/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
47
Konu:SAP2000 LE UBUKKUVVETLERNN BULUNMASI
06 1,3435 SOLDAN RZGAR LinStatic 0,5915 0 0 0 0
06 2,68701 SOLDAN RZGAR LinStatic 0,5915 0 0 0 0
D1 0 SOLDAN RZGAR LinStatic -0,298 0 0 0 0
D1 1,3435 SOLDAN RZGAR LinStatic -0,298 0 0 0 0
D1 2,68701 SOLDAN RZGAR LinStatic -0,298 0 0 0 0
D2 0 SOLDAN RZGAR LinStatic -0,1179 0 0 0 0
D2 1,441 SOLDAN RZGAR LinStatic -0,1179 0 0 0 0
D2 2,88199 SOLDAN RZGAR LinStatic -0,1179 0 0 0 0
D3 0 SOLDAN RZGAR LinStatic 0,0091 0 0 0 0
D3 1,441 SOLDAN RZGAR LinStatic 0,0091 0 0 0 0
D3 2,88199 SOLDAN RZGAR LinStatic 0,0091 0 0 0 0D4 0 SOLDAN RZGAR LinStatic -0,2576 0 0 0 0
D4 1,3435 SOLDAN RZGAR LinStatic -0,2576 0 0 0 0
D4 2,68701 SOLDAN RZGAR LinStatic -0,2576 0 0 0 0
O1 0 SOLDAN RZGAR LinStatic 0,5415 0 0 0 0
O1 1,3435 SOLDAN RZGAR LinStatic 0,5415 0 0 0 0
O1 2,68701 SOLDAN RZGAR LinStatic 0,5415 0 0 0 0
O2 0 SOLDAN RZGAR LinStatic 0,678 0 0 0 0
O2 0,95933 SOLDAN RZGAR LinStatic 0,678 0 0 0 0
O2 1,91867 SOLDAN RZGAR LinStatic 0,678 0 0 0 0
U1 0 SOLDAN RZGAR LinStatic -0,212 0 0 0 0U1 0,475 SOLDAN RZGAR LinStatic -0,212 0 0 0 0
U1 0,95 SOLDAN RZGAR LinStatic -0,212 0 0 0 0
U1 1,425 SOLDAN RZGAR LinStatic -0,212 0 0 0 0
U1 1,9 SOLDAN RZGAR LinStatic -0,212 0 0 0 0
U2 0 SOLDAN RZGAR LinStatic -0,212 0 0 0 0
U2 0,475 SOLDAN RZGAR LinStatic -0,212 0 0 0 0
U2 0,95 SOLDAN RZGAR LinStatic -0,212 0 0 0 0
U2 1,425 SOLDAN RZGAR LinStatic -0,212 0 0 0 0
U2 1,9 SOLDAN RZGAR LinStatic -0,212 0 0 0 0
U3 0 SOLDAN RZGAR LinStatic -0,4227 0 0 0 0U3 0,475 SOLDAN RZGAR LinStatic -0,4227 0 0 0 0
U3 0,95 SOLDAN RZGAR LinStatic -0,4227 0 0 0 0
U3 1,425 SOLDAN RZGAR LinStatic -0,4227 0 0 0 0
U3 1,9 SOLDAN RZGAR LinStatic -0,4227 0 0 0 0
U4 0 SOLDAN RZGAR LinStatic -0,5064 0 0 0 0
U4 0,475 SOLDAN RZGAR LinStatic -0,5064 0 0 0 0
U4 0,95 SOLDAN RZGAR LinStatic -0,5064 0 0 0 0
U4 1,425 SOLDAN RZGAR LinStatic -0,5064 0 0 0 0
U4 1,9 SOLDAN RZGAR LinStatic -0,5064 0 0 0 0
U5 0 SOLDAN RZGAR LinStatic -0,3242 0 0 0 0U5 0,475 SOLDAN RZGAR LinStatic -0,3242 0 0 0 0
U5 0,95 SOLDAN RZGAR LinStatic -0,3242 0 0 0 0
8/10/2019 elk Proje Son Hal
48/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
48
Konu:SAP2000 LE UBUKKUVVETLERNN BULUNMASI
U5 1,425 SOLDAN RZGAR LinStatic -0,3242 0 0 0 0
U5 1,9 SOLDAN RZGAR LinStatic -0,3242 0 0 0 0
U6 0 SOLDAN RZGAR LinStatic -0,3242 0 0 0 0
U6 0,475 SOLDAN RZGAR LinStatic -0,3242 0 0 0 0
U6 0,95 SOLDAN RZGAR LinStatic -0,3242 0 0 0 0
U6 1,425 SOLDAN RZGAR LinStatic -0,3242 0 0 0 0
U6 1,9 SOLDAN RZGAR LinStatic -0,3242 0 0 0 0
V1 0 SOLDAN RZGAR LinStatic 0 0 0 0 0
V1 0,95 SOLDAN RZGAR LinStatic 0 0 0 0 0
V1 1,9 SOLDAN RZGAR LinStatic 0 0 0 0 0
V2 0 SOLDAN RZGAR LinStatic 0,2107 0 0 0 0V2 1,0835 SOLDAN RZGAR LinStatic 0,2107 0 0 0 0
V2 2,167 SOLDAN RZGAR LinStatic 0,2107 0 0 0 0
V3 0 SOLDAN RZGAR LinStatic 0,0818 0 0 0 0
V3 1,217 SOLDAN RZGAR LinStatic 0,0818 0 0 0 0
V3 2,434 SOLDAN RZGAR LinStatic 0,0818 0 0 0 0
V4 0 SOLDAN RZGAR LinStatic 0,1822 0 0 0 0
V4 1,0835 SOLDAN RZGAR LinStatic 0,1822 0 0 0 0
V4 2,167 SOLDAN RZGAR LinStatic 0,1822 0 0 0 0
V5 0 SOLDAN RZGAR LinStatic 0 0 0 0 0
V5 0,95 SOLDAN RZGAR LinStatic 0 0 0 0 0V5 1,9 SOLDAN RZGAR LinStatic 0 0 0 0 0
8/10/2019 elk Proje Son Hal
49/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
49
Konu:UBUK KUVVETLERTABLOSU
ubuk
ubukUzunluu
(mm)
ZATYK KAR YK
RZGAR YKMAX.
UBUKKUVVET
(Kg)
MN.UBUK
KUVVET(Kg)
No (Kg) (Kg)
1/2 Kar YkSOL
1/2 Kar YkSAG Tam Kar Yk
SOLDANRZGAR
SADANRZGAR
H HZ
DmSAP2000
Dm SAP Dm SAP Dm SAP SAP SAP
Noktas Noktas 2000 Noktas 2000 Noktas 2000 2000 2000
O1 2687 -749,44 -742,5 -2648,1 -2648 -1134,6 -1135 -3822 -3783 541 591,5 -4526 -3984 -151,01
O2 1919 -736,5 -743,7 -2369,3 -2369 -1421,6 -1421 -3756 -3790 678 740,6-
4533-
3855 -3,07
O3 1918 -740,9 -744,9 -1897,8 -1898 -1900,4 -1898 -3764 -3796 771,96 761-
4541-
3780 16,01
O4 1918 -740,9 -744,9 -1900,4 -1898 -1897,8 -1898 -3764 -3796 761,01 772-
4541-
3780 16,01
O5 1919 -736,5 -743,7 -1421,6 -1422 -2369,3 -2369 -3756 -3790 740,63 678-
4533-
3855 -3,07
O6 2687 -749,44 -742,5 -1134,9 -1135 -2648,1 -2648 -3822 -3783 591,49 541,5-
4526-
3984 -151,01
U1 1900 524,61 525 1872,5 1872,5 802,5 802,5 2675,5 2675 -211,95 -324 3200 2988 200,75
U2 1900 524,61 525 1872,5 1872,5 802,5 802,5 2675,5 2675 -211,95 -324 3200 2988 200,75
U3 1900 736,5 736,5 2346,3 2345,4 1407,8 1407,2 3756,2 3752,7 -422,7 -506 4489 4067 230,07
U4 1900 736,5 736,5 1407,77 1407,2 2346,3 2345,4 3756,2 3752,7 -506,43 -423 4489 4067 230,07
U5 1900 524,61 525 802,5 802,5 1872,5 1872,5 2675,5 2675 -324,25 -212 3200 2988 200,75
U6 1900 524,61 525 802,5 802,5 1872,5 1872,5 2675,5 2675 -324,25 -212 3200 2988 200,75
V1 1900 0 0 0 0 0 0 0 0 0 0 0 0 0
V2 2167 -211,89 -211,5 -473,76 -472,9 -605,27 -604,7 -1081 -1078 210,74 182,2-
1289-
1107 -1318,5
V3 2434 -3,37 -2,7 -8,23 -6,8 -8,23 -6,8 -17,19 -13,6 81,84 81,84-
16,3 65,54 79,14
V4 2167 -211,89 -211,5 -605,27 -604,7 -473,76 -472,9 -1081 -1078 182,18 210,7-
1289-
1107 -1318,5
V5 1900 0 0 0 0 0 0 0 0 0 0 0 0 0
D1 2687 302,7 299,1 670 668,8 855,98 855,2 1543,8 1524 -298,04 -258 1823 1565 1,06
D2 2882 2,24 1,8 -707,44 -707 718,41 716,1 11,42 9,1 -117,92 9,08 10,9 -107 10,88
D3 2882 2,24 1,8 718,41 716,1 -707,44 -707 11,42 9,1 9,08 -118 10,9 -107 10,88
D4 2687 302,7 299,1 855,98 855,2 670 668,8 1543,8 1524 -257,64 -298 1823 1565 1,06
8/10/2019 elk Proje Son Hal
50/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
50
Konu:UBUK KESTLERNN TAYN
UUBBUUKKKKEESSTTLL EERRNNNNTTAAYYNN
1) st Balk ubuunun Tayini (O1, O2, O3, O4, O5, O6):
Pmax= - 4540,5 kg (basn)ubuk uzunluu L = 268,7cm
* IPE 200 seilirse;
IPE 200 iin F = 14,2 cm2, iy=2,24 cm, ex=2.25cm ,
H yklemesi;
Pmax=-4540,5 kg (basn)
./1400/774
/77425,14
43,25,4540
43,295,11924,2
7,268
22
2
max
yeterlidirKesitcmkgcmkg
cmkgx
F
Pxw
wTablodani
S
em
y
y
Sonu: stbalk ubuu iin IPE 200 profili kullanlmas uygundur.
2)Alt Balk ubuunun Tayini (U1, U2, U3, U4, U5, U6):
ubua etki eden max. kuvvet: Pmax=4489,2 kg (ekme)
IPE 200 seilirse;
IPE 200 iin F = 14,25 cm2 , c=2,05 cm s=0,56 cm
nF = 14,22,05 x 1 = 12,2 2cm
H yklemesi;
ubua etki eden max. kuvvet: Pmax=4489,2 kg (ekme)
8/10/2019 elk Proje Son Hal
51/86
T.C.SELUK NVERSTESMH-MM. FAKLTES
naat Mhendislii Blmelik YaplarYlii Projesi
Rdvan AHN091204072
Sayfa NO
51
Konu:UBUK KESTLERNN TAYN
./1400/96,367
/96,3672,12
2,4489
22
2
yeterlidirKesitcmkgcmkg
cmkgFP
em
n
Sonu: Altbalk ubuu iin IPE200profili kullanlmas uygundur.
3)Dikme ubuklarnn Tayini (V1, V2, V3, V4, V5)
V2,V3,V4dikmeleri basnca maruz kalmaktadr.
L60.60.6 Pmax=1289,2 F=6,91 cm2 imin=1,17 L=216,7
03,20817,1
7,216
Mi
L38,7 wTablodan
./1400/88,1376
/88,137691,6
38,7*2,1289*
22
2
yeterlidirKesitcmkgcmkg
cmkgF
wP
em
Sonu: Dikme ubuklar iin L60.60.6 profili kullanlmas uygundur.
4)Diyagonal ubuklarnn Tayini (D1, D2, D3, D4)
L 45.45.5 Korniyeri:
b = 45 mm s = 5 mm imin=0,87 cmt=10mm V1=18,1mm 0,707t=0,707*10=7,07 mm
c=v1-(t/2+0,707s) = 18,1-(5+3,535)=9,565 mm
bn=b-(s+0,707t) = 45-(5+7,07)=32,93 mm
Fn = 2*bn*s=2*32,93*5=329,3 mm2=3,293 cm2
=Fn
P=
3,293
1823,1= 553,629 kg/cm2 < em= 1400 kg/cm
2
Sonu: Diyagonel ubuklar iin L45.45.5profili kullanlmas uygundur.
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Konu:KOLON HESABI
UBUK UBUK KESTLER
DKMEV1-V5 L 60.60.6
V2-V4 L 60.60.6
V3 L 60.60.6
DYAGONEL
D1-D4 L 45.45.5
D2-D3 L 45.45.5
ST BALIKO1-O6 1/2 IPE 200
O2-O5 1/2 IPE 200
O3-O6 1/2 IPE 200
ALT BALIKU1-U6 1/2 IPE 200
U2-U5 1/2 IPE 200
U3-U4 1/2 IPE 200
KOLON HESABIH Yklemesi
Nmax=Nkar+Nzati=630*5,1+630=3843 kg
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Konu:KOLON HESABI
Burkulmasz Eilme Tahkiki
= + 1400 kg/cm2
F
3843 1400
Fmin= 2,745 cm2
Minimum kesit IPE 200 seilir.
Burkulmaya Gre Tahkik
0,7 L seilir. (st taraf sabit alt taraf ankastre)
iy=
= ,= 2,23lk= 0,7*l = 0,7*4 = 2,8 m = 280 cm
k=
,= 125,5
w= 2,66 seilir.
= + , 1400 kg/cm2=
28,5
2,66*3843 1400 kg/cm2
358,68 1400 kg/cm2(Uygun)
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Konu:KOLON HESABI
HZ Yklemesi
Nmax= Nzati+Nkar+NrzgarNmax=3843+382,87=4225,87 kg
Vmax= H+0,8qVmax=170,92+0,8*50*4=330,92 kgMmax= 170,92*4+0,8*50*4*2Mmax= 1003,68 kg.m
Burkulmasz Eilme Tahkiki
= + 1600 kg/cm2=
28,5
4225,87+
194
100368 1600 kg/cm2
= 665,63 1600 kg/cm2
Burkulmaya Gre Tahkik
iy=
= ,= 2,23lk= 0,7*l = 0,7*4 = 2,8 m = 280 cm
k= ,= 125,5w= 2,66 seilir.
= + , 1400 kg/cm2
=28,5
2,66*4225,87+
194
100368*0,9= 860,04 1600 kg/cm2
K EKSENL GERLME TAHKKFG= Sx* s= 17,6* 5,6 = 98,56 cm
2
= = 98,56330,92
= 3,35 kg/cm2
= *y = 1940100368
*5 = 258,68 kg/cm2
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56
Konu:DM NOKTALARININTEKL VE HESAPLARI
15 100 115*3,5 100*3,5 150L L mm 22*0,35*15 10,5kayF cm
2315 *0,352* 26,25
6kayW cm
* 4525,5*2,25 10182,375 .M P e kg cm
210182,375387,9 750 /
26,25kay
Mkg cm
W
24525,5 431 750 /
10,5kay
Pkg cm
F
Kullanlacak kaynak2 3,5.150
2nolu Dmn Tekili ve Hesab
V1 ubuu: L60.60.6 ; P = 0 kg
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58
Konu:DM NOKTALARININTEKL VE HESAPLARI
3nolu Dmn Tekili ve Hesab
D1 ubuu: L45.45.5 ; P = 1823,1 kg
V2 ubuu: L60.60.6 ; P = 1289,2 kg
U ubuu: IPE 200; ex=2,25 cm
1 min3 0,7a t
1 13 0,7*5 3,5 3,5a mm a mm 15 100115*3 100*3 55L L mm
22*0,35*5,5 3,85kay
F cm
235,5 *0,352* 3,529
6kay
W cm
c=1,1765 cm
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Konu:DM NOKTALARININTEKL VE HESAPLARI
*c 1823,1*1,1765 2144,87 .M P kg cm
22144,87607,78 750 /
3,529kay
Mkg cm
W
21823,1516,6 750 /
3,529kay
Pkg cm
F
Kullanlacak kaynak 2 3,5.55
1 min3 0,7a t
1 13 0,7*5,6 3,92 3,5a mm a mm 15 100115*3,5 100*3,5 55L L mm
2
2*0,35*5,5 3,85kayF cm 2
35,5 *0,352* 3,529
6kayW cm
c=1,683 cm
*c 1289,2*1,1,683 2169,72 .M P kg cm
22169,72 614, 8 750 /3,529kay
Mkg cm
W
21289,2 334, 85 750 /
3,85kay
P kg cmF
Kullanlacak kaynak 2 3,5.55
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Konu:DM NOKTALARININTEKL VE HESAPLARI
4nolu Dmn Tekili ve Hesab
D2=D3 ubuu: L45.45.5 ; P = 10,9 kg
V3 ubuu: L60.60.6 ; P = 16,3 kgU ubuu: IPE 200; ex=2,25 cm
1 min3 0,7a t
1 13 0,7*5 3,5 3a mm a mm
15 100115*3 100*3 45L L mm
22*0,3*4,5 2,7kayF cm
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61
Konu:DM NOKTALARININTEKL VE HESAPLARI
2
34,5 *0,32* 2,0256
kayW cm
c=1,1765 cm
*c 10,9*1,1765 12,83 .M P kg cm
212,836,33 750 /
2,025kay
Mkg cm
W
210,9 4, 04 750 /2, 7
kay
Pkg cm
F
Kullanlacak kaynak 2 3.45
1 min3 0,7a t
1 13 0,7*5 3,5 3a mm a mm
15 100
115*3 100*3 45L L mm 22*0,3*4,5 2,7kayF cm
234,5 *0,32* 2,025
6kayW cm
c=1,683 cm
*c 16,3*1,683 27,43 .M P kg cm
227,43 13,54 750 /
2,025kay
Mkg cm
W
216,3
6,04 750 /2,7kay
Pkg cm
F
Kullanlacak kaynak 2 3.45
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62
Konu:DM NOKTALARININTEKL VE HESAPLARI
5nolu Dmn Tekili ve Hesab
D1 ubuu: L45.45.5 ; P = 1823,1 kg
V1 ubuu: L60.60.6 ; P = 0 kg
O1 ubuu: IPE 200; ex=2,25 cm
O1 ubuu: IPE 200; ex=2,25 cm
1 min3 0,7a t
1 13 0,7*5 3,5 3,5a mm a mm
15 100115*3 100*3 55L L mm
22*0,35*5,5 3,85kayF cm 2
3
5,5 *0,352* 3,5296
kayW cm
c=1,1765 cm
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63
Konu:DM NOKTALARININTEKL VE HESAPLARI
*c 1823,1*1,1765 2144,87 .M P kg cm
22144,87 607,78 750 /3,529
kay
Mkg cm
W
21823,1 516,6 750 /3,529
kay
Pkg cm
F
Kullanlacak kaynak2 3,5.55
1 min3 0,7a t
1 13 0,7*5 3,5 3a mm a mm 15 100115*3 100*3 45L L mm
22*0,3*4,5 2,7kayF cm
234,5 *0,32* 2,025
6kayW cm
c=1,1765 cm
*c 0*1,1765 0 .M P kg cm 20 0 750 /
2,025kay
Mkg cm
W
200 750 /
2,7kay
Pkg cm
F
Kullanlacak kaynak 2 3.45
' 2 15,92 2*0,56 6,83
2 2
h cL a cm
' 70L mm
' 2* 7 *0, 56 3, 92
ktF L a cm
* 3,92*1100 4312
k k em
P F kg
4533,2 4312 221,2kg
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65
Konu:DM NOKTALARININTEKL VE HESAPLARI
1 13 0,7*5 3,5 3a mm a mm 15 100115*3 100*3 45L L mm
22*0,3*4,5 2,7kayF cm 2
34,5 *0,32* 2,0256
kayW cm
c=1,1765 cm
*c 10,9*1,1765 12,82 .M P kg cm 212,82
6,33 750 /2,025kay
Mkg cm
W
210,9 4, 03 750 /
2, 7kay
Pkg cm
F
Kullanlacak kaynak 2 3.45
1 min3 0,7a t
1 13 0,7*5,6 3,92 3,5a mm a mm 15 100115*3,5 100*3,5 55L L mm
22*0,35*5,5 3,85kayF cm 2
35,5 *0,352* 3,5296
kayW cm
c=1,683 cm
*c 1289,2*1,1,683 2169,72 .M P kg cm 22169,72 614,8 750 /
3,529kay
Mkg cm
W
21289,2 334,85 750 /3,85
kay
Pkg cm
F
Kullanlacak kaynak
2 3,5.55
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66
Konu:DM NOKTALARININTEKL VE HESAPLARI
7nolu Dmn Tekili ve Hesab
V3 ubuu: L60.60.6 ; P = 0 kg
O3 ubuu: IPE 200; ex=2,25 cm
1 min3 0,7a t
1 13 0,7*5 3,5 3a mm a mm
15 100115*3 100*3 45L L mm
22*0,3*4,5 2,7kayF cm 2
34,5 *0,32* 2,0256
kayW cm
c=1,1765 cm
*c 0*1,1765 0 .M P kg cm
20 0 750 /2,025
kay
M kg cmW
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67
Konu:DM NOKTALARININTEKL VE HESAPLARI
20 0 750 /2,7kay
P kg cmF
Kullanlacak kaynak 2 3.45
' 2 15,92 2*0,56 6,83
2 2
h cL a cm
' 70L mm ' 2* 7*0,56 3,92ktF L a cm * 3,92*1100 4312
k k emP F kg
4533,2 4312 221,2kg
2221,20,21
1100
kk
em
PF cm
* 0,85kF a L a cm
0,21 0,85* 0,25L L cm
Kullanlacak kaynak 2 5,6.70 2 8,5.10
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68
Konu:RZGAR VE RJTLKBAGLAMALARI
Rzgar ve Rijitlik Baglamalar
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Konu:METRAJ
METRAJ TABLOLARI
UBUKADI UBUK NO
UBUKUZUNLUU(mm)
PROFLTP
BRMAIRLIK(kg/m)
TOPLAMAIRLIK(kg)
STBALIK
O1 2687 1/2IPE200 11,2 30,09
O2 1919 1/2IPE200 11,2 21,49
O3 1918 1/2IPE200 11,2 21,48
O4 1918 1/2IPE200 11,2 21,48
O5 1919 1/2IPE200 11,2 21,49
O6 2687 1/2IPE200 11,2 30,09
ALTBALIK
U1 1900 1/2IPE200 11,2 21,28
U2 1900 1/2IPE200 11,2 21,28
U3 1900 1/2IPE200 11,2 21,28
U4 1900 1/2IPE200 11,2 21,28
U5 1900 1/2IPE200 11,2 21,28
U6 1900 1/2IPE200 11,2 21,28
DKME
V1 1900 L60.60.6 5,42 10,30
V2 2167 L60.60.6 5,42 11,75
V3 2434 L60.60.6 5,42 13,19
V4 2167 L60.60.6 5,42 11,75
V5 1900 L60.60.6 5,42 10,30
DYAGONAL
D1 2687 L.45.45.5 3,39 9,11
D2 2882 L.45.45.5 3,39 9,77
D3 2882 L.45.45.5 3,39 9,77
D4 2687 L.45.45.5 3,39 9,11
1 adet kafes kiri iintoplam arlk 368,85
toplam 8 adet kafes iinarlk 3319,68582
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Konu:METRAJ
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Konu:METRAJ
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Konu:METRAJ
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Konu:METRAJ
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Konu:METRAJ
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Konu:METRAJ
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Konu:METRAJ
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Konu:METRAJ
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Konu:METRAJ
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Konu:METRAJ
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Konu:METRAJ
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Konu:METRAJ
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83
Konu:METRAJ
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85
Konu:METRAJ
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Konu:METRAJ