2. Determine the force in members DH and CI. Indicate if the member is in tension or compression. 50 N 40 KN 2 m -2m F. PCH = 25 kN (C) and Pa = 37.5 kN (T) G. PCH = 125 kN (C) and Pa = 37.5 kN (C) H. PCH = 25 kN (T) and Pe = 37.5 kN (C) 15m 1. Pon = 125 kN (T) and Pa = 37.5 kN (C) J. None of the above (state your answer) +30AN 1.5m 40 IN 1.5m

2. Determine the force in members DH and CI. Indicate if the member is in tension or compression. 50 N 40 KN 2 m -2m F. PCH = 25 kN (C) and Pa = 37.5 kN (T) G. PCH = 125 kN (C) and Pa = 37.5 kN (C) H. PCH = 25 kN (T) and Pe = 37.5 kN (C) 15m 1. Pon = 125 kN (T) and Pa = 37.5 kN (C) J. None of the above (state your answer) +30AN 1.5m 40 IN 1.5m

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter5: Three-dimensional Equilibrium

Section: Chapter Questions

Problem 5.1P: Bar AB of negligible weight is supported by a ball-and-socket joint at B and two cables attached at...

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