3m 2 m 2 kN/m P6.12
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
A cable ABCD is pulled at end E by a force P
(Figure P6.12). The cable is supported at point D by
a rigid member DF. Compute the force P that produces a
sag of 2 m at points B and C. The horizontal reaction at
support F is zero. Compute the vertical reaction at F.
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