PROBLEM No. 2 The rigid bar ABCD of negligible weight is initially horizontal, and the steel rods attached at A and Care stress-free. If a 20-kip load is applied, determine the vertical displacement in the bar at A and C that will cause a stress in the rod at C to be 50 ksi. Indicate the direction of movement. Use E = 29x10° psi for steel. (Provide FBD and movement diagram in your computation). A = 0.5 in.² 3 ft | A | 20 kips + 2 ft → 2 ft → 4 ft 4 ft -

PROBLEM No. 2 The rigid bar ABCD of negligible weight is initially horizontal, and the steel rods attached at A and Care stress-free. If a 20-kip load is applied, determine the vertical displacement in the bar at A and C that will cause a stress in the rod at C to be 50 ksi. Indicate the direction of movement. Use E = 29x10° psi for steel. (Provide FBD and movement diagram in your computation). A = 0.5 in.² 3 ft | A | 20 kips + 2 ft → 2 ft → 4 ft 4 ft -

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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