Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Draw the FBD. SOLVE THE SUPPORT REACTIONS OF THE FOLLOWING BEAMS AND FRAMESarrow_forwardDetermine the forces in members AC and AD of the truss.State if in tension or in compression.arrow_forwardThe steel bars AC and BC, each of cross-sectional area 120 mm2, are joined at C with a pin. Determine the displacement of point C caused by the 15-kN load. Use E = 200 GPa for steel.arrow_forward
- Determine all the forces acting on the structure shown. Also, indicate the type of force acting on each of the members. Write T for tension and C for compression. Load P is 56.0 kN, Determine the forces acting on each of the members of the pin jointed planar truss shown.arrow_forwardCan you show the solution in this problem please send help.arrow_forwardStatics Homework #7 Please label all answers Thank youarrow_forward
- From the given truss shown. Determine the force at member JI, indicate if tension or compression. If compression indicate the negative (-) sign. Let P =11 in kN 2P KN 5@5m H 2P KN 25 m F 2P KN →P KN 5marrow_forward4. Determine the force in each member of the truss and state if the members are in tension or compression. Set P1 = 30 kN, P2 = 15 kN P N 4m 3 m 3 m P2arrow_forwardDetermine the forces in members BE and CE of the loaded truss. The forces are positive if in tension, negative if in compression. 3.4 m, 48° A o Answers: BE = CE = 5.5 KN i 3.4 m E i B 4.7 KN BC = CD 3.4 m D kN kNarrow_forward
- The sum of forces in the member BC and GH in the following pin jointed frame is kN. Take compression as negative and tension as positive. 100 kN 200 kN - E 100 kN - 300 kN 300 kN B 5 marrow_forwardThe gusset plate is subjected to the forces of four members.Determine the force in member B and it's proper orientation for equilibrium.The forces are concurrent at pointO. Take F=12KN.arrow_forwardThe rigid bars AB and CD are supported by pins at A and D. The vertical rods are made of aluminum and bronze. Determine the vertical displacement of the point where the force P = 10 kips is applied. Neglect the weights of the members. Aluminum L = 3 ft A = 0.75 in.2 E = 10 x 10° psi A te-2 ft-le–3 ft - Bronze L= 4 ft A = 0.25 in.2 E = 12 x 10° psi C +2 ft - 2 ftarrow_forward
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