Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- h.w 2 Problems: 1. The cantilever truss in Figure is hinged at D and E. Find the force in each member. 1000 N Answer: FAB 2000 N tension FAC 1732.05 N compression FBC=866.02 N compression FBD = 2500 N tension Fco 2020.72 N tension FCE 3175.42 N compressionarrow_forwardanwser 2nd partarrow_forwardThe beam shown here is made of wood with an allowable shear stress of τall = 1100 psi. If PB = 5 kips, determine the maximum allowable force PC that can be applied on the structure before the beam fails in shear.[LAB= 2 ft, LBC= 2 ft, LCD= 1.5 ft, b = 1.25 in., h = 7 in.] Determine the maximum value of the first moment of area (Q) for the beam. (in^3) Determine the maximum allowable force at C (PC) that can be applied on the structure before it fails in shear. (kips)arrow_forward
- What is the maximum absolute shear for the following beam and load group? Use L = 20, a = 3, b = 3, P₁ = 3, P₂ = 3, and P3 = 1. P₁ L P₂ a b P P3arrow_forwardCalculate the forces in members BE and BD of the loaded truss. The forces are positive if in tension, negative if in compression. Assume F = 7.5 kN, a = 2.5m, b = 3 m, c = 2 m, and d = 2 m. A F Answers: BE= BD = a i i B b E a b O KN KNarrow_forwardFor the truss shown below, P = 9.1 kips, a = 9 ft, and b = 7 ft. Determine the force in member 1 (tension is positive). Give the answer to one decimal place. Type your answer..arrow_forward
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