Aluminum L=3 ft A=0.75 in.² E= 10 x 10 psi 3 ft 1-281- B Bronze L=4ft A=0.25 in 2 E = 12 x 10° psi -2 ft--2 ft- Aluminum 2m A = 300 mm² E=70 GPa Steel 2m A=500 mm² E = 200 GPa 3 m 3 m FIG. P2.23 FIG. P2.22 2.23 The 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. A D 6 ft

Aluminum L=3 ft A=0.75 in.² E= 10 x 10 psi 3 ft 1-281- B Bronze L=4ft A=0.25 in 2 E = 12 x 10° psi -2 ft--2 ft- Aluminum 2m A = 300 mm² E=70 GPa Steel 2m A=500 mm² E = 200 GPa 3 m 3 m FIG. P2.23 FIG. P2.22 2.23 The 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. A D 6 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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