For the simple truss shown, find the reaction forces at points A and D 3 kN 5 kN B C y 60° 60° A D x E 3 m 3 m Fig. P7-10
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However, since the description of the truss is not fully detailed in the question, I will assume a common scenario where the truss is a simple triangular truss with a horizontal bottom chord, vertical members at A and D, and a diagonal member connecting A and D. Show more…
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