3.6 m y A2 = 1,384 mm^2 A3 = 536 mm^3 F A (1) 2.4 m Rigid bar B (2) E 1.8 m (3) D X 3.0 m The assembly shown consists of a rigid bar ABC, two fiber-reinforced plastic (FRP) rods (1) and (3), and FRP post (2). The modulus of elasticity for the FRP is E- 16 GPa. Determine the vertical displacement of joint D relative to its initial position after the 34 kN load is applied to the nearest.1mm. A1 = 500 mm^2

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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3.6 m
F
A
(1)
2.4 m
Rigid bar
B
(2)
E
1.8 m
(3)
C
D
X
3.0 m
The assembly shown consists of a rigid bar ABC, two fiber-reinforced plastic (FRP) rods (1) and (3), and FRP post (2). The modulus of elasticity for the FRP is E =
16 GPa. Determine the vertical displacement of joint D relative to its initial position after the 34 kN load is applied to the nearest .1mm.
A1 = 500 mm^2
A2 = 1,384 mm^2
A3 = 536 mm^3
Transcribed Image Text:3.6 m F A (1) 2.4 m Rigid bar B (2) E 1.8 m (3) C D X 3.0 m The assembly shown consists of a rigid bar ABC, two fiber-reinforced plastic (FRP) rods (1) and (3), and FRP post (2). The modulus of elasticity for the FRP is E = 16 GPa. Determine the vertical displacement of joint D relative to its initial position after the 34 kN load is applied to the nearest .1mm. A1 = 500 mm^2 A2 = 1,384 mm^2 A3 = 536 mm^3
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