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M=? 2KN 12KN Imc om D 2m E Im Я в 4KN 3m For the rigid steel frame shown, calculate the horizontal displacement of E and
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M=? 2KN 12KN Imc om D 2m E Im Я в 4KN 3m For the rigid steel frame shown, calculate the horizontal displacement of E and
M=? 2KN 12KN Imc om D 2m E Im Я в 4KN 3m For the rigid steel frame shown, calculate the horizontal displacement of E and the rotation at A. E=200GPa, A = 2000mm^2 and I = 1*10^8 mm^4.What value of Moment M is required at E, if there is to be no rotation at E, ie., E becomes a fixed support?
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