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ekilde g r len iki y zl kesitin 2 - 7 perdesine 1 0 k N 'luk d ey bir kuvvet uygulanm t r .

ekilde grlen iki yzl kesitin 2-7 perdesine 10kN 'luk dey bir kuvvet uygulanmtr. Flanj alanlar
300mm2, stringer alanlar100mm2 'dir. 2 ve 7'de ikier tane flanj vardr. Cidar kalnl alt ve st duvarlarda
1mm, yan duvarlarda 2mm 'dir. 10kN 'luk kuvvet nedeniyle tm duvarlarda oluan kayma aklarn bulunuz.
Not: Kesiti nce idealletiriniz. Kesmeleri 1-2 ve 2-3 duvarlarndan yapnz.
Bi=tb6(2+ji)
qs=-(SxI-SyIxyIIyy-Ixy2)(0stDx(d)s+r=1nBrxr)
-(SyIyy-SxIxyIIyy-Ixy2)(0stDy(d)s+r=1nBryr)+qs,0
ddz=12ARGoRqdst
Sx0-Sy0=R=1NMq,R=R=1NoRqbp0ds+R=1N2ARqs,0,R
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