15 ft F10 R4 24 |A B 25 k H 25 k 4 at 20 ft 80 ft 25 k 25 k -30 k
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For this Problem, kindly refer to our Textbook, Structural Analysis Fourth Edition By Aslam Kassimali. For the given truss on Problem 4.34 Page 153, calculate the force on Member CH in Kips by method of sections. if the given 30kip load at joint J and 25kip loads at joints B, C, D, E from the figure are replaced by 97kip and 109kip loads respectively. Express your answer in 2 decimal places. Include (-) negative sign if the force is compression.
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