Question 12 of 13 1/3 lii View Policies Show Attempt History Current Attempt in Progress Your answer is partially correc
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Question 12 of 13 1/3 lii View Policies Show Attempt History Current Attempt in Progress Your answer is partially correc
Question 12 of 13 1/3 lii View Policies Show Attempt History Current Attempt in Progress Your answer is partially correct. A hollow structural steel flexural member is subjected to the load shown. Determine the normal and shear stresses acting at points Hand K. Assume P = 18 kips, a = 25 in., d = 8 in., b = 3 in., XH = 2.1 in., XK = 1.3 in., t = 0.3 in. Show these stresses in an appropriate sketch for each point. Р b (typ.) HK H XH XK Answers: Point H: 0x = 0 ksi, oy = i - 14.833 ksi, Txy = i 8.11 ksi. Point K: 0x = 0 ksi, o, = i 9.18 ksi, Txy = i 6.68 ksi. e Textbook and Media Screenshot
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