EBK STRUCTURAL ANALYSIS
6th Edition
ISBN: 9780357030974
Author: KASSIMALI
Publisher: VST
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Chapter 2, Problem 3P
To determine
Find the loads acting on the beams AF, BG, CH and the girders AC and FH.
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Determine the horizontal and vertical reactions at A and C for the two member frame below. Use P1 = 3.2 kN, P2 = 14.5 kN/m, L1 = 3.3 m, and L2 = 2.3 m. Free Body DiagramsTriangular Load Use of Pin Reaction Forces
Determine the reaction forces at supports A and C for the compound beam. Assume C is fixed, B is a pin, and A is a roller. Use P1 = 16 kN/m, P2 = 21 kN, L1 = 3.5 m, L2 = 1.5 m, and L3 – 1.5 m. needs:Triangular Load Use of Pin Reaction Forcesfree body diagrams
Determine all displacement components and internal reactions at node 2 using the stiffness method.
Assume I = 300(10^6) mm4, A = 10(10^3) mm2, E = 200 GPa for each member. Use the values of L3=2.5m, L4=4.5m, w=12kN/m and P=10kN.
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EBK STRUCTURAL ANALYSIS
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