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Structures and Members 5-1 3-1.Using the method of joints, determine load is member AC of Figure PS-1. 20 kN B) 3m 11m an 4 3.5 FIGURE P5- 5-4 -4.Determine member truss shown Figure PS-4 6 kips 15|kips B1 D 20 A, titz 20' H 20' G 20' m # FIGURE P5-4 5-9 5-9 Determine the force ir each member the truss shown in Figure PS-9. A B 6' F E D C 8' 8 8' 2 kips 2 kips 2 kips FIGURE P5-9 Structures and Members 5-19 S-19 .Determine the load in each member of the truss shown in Figure PS-19. A B 4m C D H G E 12 kN 5 m 5m 5m FIGURE P5-19 . 5-31 5-31.Using the method of sections, determine the load in member CD of the truss shown in Figure PS-31 11' 3'+ B D 5 kips 6' A 20 kips 8' G E 6' 6' 5 FIGURE P5-31 5-33 Structures and Members 5-33. .Determine the load in members BC, BH, and JH of the truss shown in Figure P5-33. C B D 5 A 10'10' 10'10' E 10' 27777 J H G 7777/ 1 kip 2 kips 1 kip FIGURE P5-33 . 5-61 5-61 Determine the force Pfor equilibrium of the system shown Figure P5-61. P 20 kN A B D 1m E 1m 4m G H 2m 1 ml1 m 2m FIGURE P5-61

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