111. For the truss shown in Fig. P-111, calculate the stresses in members CE area of each member is 1.8 in.2. Indicate tensi DF. The cross-sectional compression (C). ce = 9260 psi (T); ode = 22.2 ksi (T); df = 18 A 8 ft B Ans. 6 ft 8 ft D 6 ft 8 ft E 30 kips F #
111. For the truss shown in Fig. P-111, calculate the stresses in members CE area of each member is 1.8 in.2. Indicate tensi DF. The cross-sectional compression (C). ce = 9260 psi (T); ode = 22.2 ksi (T); df = 18 A 8 ft B Ans. 6 ft 8 ft D 6 ft 8 ft E 30 kips F #
Chapter4: Plane And Space Trusses
Section: Chapter Questions
Problem 32P
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answer the following problems using method of joints and method of section separately in solving for the unknown forces and indicate if the forces/stresses are in tension or compression. Provide each solutions with a proper discussion and illustration.
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