What is the moment at joint F, in a case where there is no side sway a – McqOptions

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1.	What is the moment at joint F, in a case where there is no side sway and the member CF is along the axis of symmetry while a UDL of W kN/m is applied all along the length BD as shown in the figure?
A.	WL3/48 EI
B.	WL3/384 EI
C.	0
D.	None of the above
Answer» D. None of the above

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