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Asymmetrical Bending (16 points) 

A beam with a solid rectangular cross section (120 mm by 80 mm) is subjected to a resultant moment magnitude of 2,500 N-m acting at an inclination of -53.13° (CCW) relative to the +z axis. 

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Answer #1

Iz 80x 1203 ci) 11. 52 XIo mm? 2 cii) Iy 803x 120 5.12 x 10 mm 12. Tyz o due to symmetrical section M 2500 N-m 1500 N.M Mz= M

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Answer #2

I2-bh3 BoX1203 12 1.52X | o I 2 10 3 bh 5.12X/O 1 2 20 80 4079. 2 o 11.52x /0+ S.12.x D 3.31 HP 2 3.9 60 COnme

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