600 Situation 5 For the truss shown in Figure AN-13, the product of the cross-sectional area and modulus of elasticity is 1000000 Newton. 400 N. 13. Which of the following gives the axial force on member BC due to the given loads, in Newton. 4 m a. 500 c. 400 b. 200 d. 600 14. Which of the following gives the axial force on member BC due to a vertical unit load at C. Figure AN-13 а. 1 b. 0.75 d. 1.5 15. Which of the following gives the vertical deflection at C in mm. b. 6.75 d. 3.25 c.. 1.25 a. 5.35 c. 8.45

600 Situation 5 For the truss shown in Figure AN-13, the product of the cross-sectional area and modulus of elasticity is 1000000 Newton. 400 N. 13. Which of the following gives the axial force on member BC due to the given loads, in Newton. 4 m a. 500 c. 400 b. 200 d. 600 14. Which of the following gives the axial force on member BC due to a vertical unit load at C. Figure AN-13 а. 1 b. 0.75 d. 1.5 15. Which of the following gives the vertical deflection at C in mm. b. 6.75 d. 3.25 c.. 1.25 a. 5.35 c. 8.45

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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