Use method of sections or method of joints to solve for the following unknowns on the truss system shown in figure 2 bel
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Use method of sections or method of joints to solve for the following unknowns on the truss system shown in figure 2 bel
Use method of sections or method of joints to solve for the following unknowns on the truss system shown in figure 2 below. For tensile members, use A = 500 mmand for compressive members use A = 400 mm?. Use a - 14.4 kN, b = 10.9 kN. 2.1 Axial stress in member CB in MPa. Indicate negative if compressive stress. (10 pts) KN 3 m 4 m 3 m DEN
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