Kirislerde Simetrik Olmayan Yükleme Hali (Mukavemet - II ...
Kirislerde Simetrik Olmayan Yükleme Hali (Mukavemet - II ...
Kirislerde Simetrik Olmayan Yükleme Hali (Mukavemet - II ...
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ulunur.<br />
z<br />
Tarafsız eksen<br />
A<br />
σA = -81.71 C σC = 26.01<br />
49.08 º<br />
G<br />
y<br />
B<br />
4. Normal gerilme ¾xx da˘gılımı<br />
σ B = 88.98 N/cm 2<br />
(¾xx) B = ¡7:9985 (¡0:85) ¡ 6:9343 (¡11:85)<br />
(¾xx) B = 88:98 N/cm 2<br />
(¾xx)<br />
C = ¡7:9985 (¡6:85) ¡ 6:9343 (4:15)<br />
(¾xx)<br />
C = 26:01 N/cm 2<br />
Dr. M. Kemal Apalak 4
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