The structure below is loaded with the same uniform load of 0.05 kips/inch on all beams. Bays are 20 ft wide and stories are 12 ft tall. Determine the bending moments in the beams and axial forces in the columns at the specified locations (a-t). Do not calculate bending moments for columns. please find moments in location O, A, G, E, P, R, D, H, B, Q Show all your work, thanks.
The structure below is loaded with the same uniform load of 0.05 kips/inch on all beams. Bays are 20 ft wide and stories are 12 ft tall. Determine the bending moments in the beams and axial forces in the columns at the specified locations (a-t). Do not calculate bending moments for columns. please find moments in location O, A, G, E, P, R, D, H, B, Q Show all your work, thanks.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The structure below is loaded with the same uniform load of 0.05 kips/inch on all beams. Bays are 20 ft wide and stories are 12 ft tall. Determine the bending moments in the beams and axial forces in the columns at the specified locations (a-t). Do not calculate bending moments for columns.
please find moments in location O, A, G, E, P, R, D, H, B, Q
Show all your work, thanks.
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good stuff you got here, although It is a bit messy. I would appriciate it if you could lable what each each beam belongs to which moment. for example; location a = 63.703 kip*in. Thanks.
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