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Question

Force in the member CF is


A
2W(C)
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B
0
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C
W(C)
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D
W(T)
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Solution

The correct option is B 0
VA=VB=W

By method of section,



Cut a section x-x and consider Right hand side
ΣFy=0
FCFsinθw+w=0
FCF=0

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