Solve the reactions at the support and themoment.
Ch. 7 Approximate Analysis of Statically Indeterminate Stru- *7-16. Determine (approximately) the force in each truss member of the portal frame. Also compute the reactions at the fixed column supports A and B. Assume all members of the truss to be pin-connected at their ends. 10 kN 15 kN. 7 17 1.5 m 3 m 2 m E Prob. 7-16 Drow fonnro 2 m 1..\ 1 B
Solve the reactions at the support and the moment.
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