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
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3m
2m
Aluminum
A = 300 mm²
E=70 GPa
Steel
2 m A=500 mm²
E = 200 GPa
3m
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.
Aluminum
L=3ft
A=0.75 in.2
E = 10 x 10 psi
-3 ft
201
B
Bronze
L = 4 ft
A=0.25 in.2
E = 12 x 10³ psi
P
-2 ft-
A
@
6 ft
Transcribed Image Text:3m 2m Aluminum A = 300 mm² E=70 GPa Steel 2 m A=500 mm² E = 200 GPa 3m 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. Aluminum L=3ft A=0.75 in.2 E = 10 x 10 psi -3 ft 201 B Bronze L = 4 ft A=0.25 in.2 E = 12 x 10³ psi P -2 ft- A @ 6 ft
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