For the truss shown, the force P = 1000 N. a. Determine support reactions at A and K. b. Using method of sections only obtain force in bars EF, BE, CL, JL. c. Using method of joints only, obtain force in bars BG, KL, BC. You can use answers obtained from part (a, b) to solve for unknowns in part (c). P G 3m F 3m 4m 3m A P B 4m P= loo0N P 4m k P.

For the truss shown, the force P = 1000 N. a. Determine support reactions at A and K. b. Using method of sections only obtain force in bars EF, BE, CL, JL. c. Using method of joints only, obtain force in bars BG, KL, BC. You can use answers obtained from part (a, b) to solve for unknowns in part (c). P G 3m F 3m 4m 3m A P B 4m P= loo0N P 4m k P.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter9: Application Of Influence Lines

Section: Chapter Questions

Problem 11P

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