Question

in M-15 kip-ft 1 in 1 in.what is the maximum tensile and compressive bending stress in the beam below? Also if allowable bending stress is 10 ksi whats the maximum moment the section can withstand?

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9i s5. 56as in SAS95-5.soar3.937si 3 ISx1泉 M -18o kip ui tenslonT 200 In 10ニ フ D- s-se25

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