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Question 4 Not yet answered Marked out of 6 P Flag question The column section shown in plan has a second moment of area of Ixx = 43.67×10 mm. An eccentric point load of 1038 kN is applied vertically (i.e. acting into the screen) at point P as indicated. Establish an expression for the stress induced through the depth of the section due to the combined effects of axial and bending stress and use it to calculate the stress at the bottom of the section in N/mm 15m 35mm 190m ㄨㄧㄧ TX 40mm 12n Answer
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elupu~一-Stress at any mint in Column AArea section Second momertof ausa 笑 5590 mm2 559 D -ye i ndiato tensite ress es boton

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