The cross sectional area of each member of the truss shown in the figure is A = 500 mm^2 and E = 200 Gpa. Use Catigliano's Theorem. Let Q = 5 kN 3 m A 4 m QkN 4 m B a. Determine the vertical displacement of joint C if a P force is applied to the truss at C. [Select] b. If no loads act on the truss, what would be the vertical displacement of joint C if member AB were 5 mm too short. [Select] (use data at ON/OP) c. If P force and fabrication error are both accounted, what would be the vertical displacement of joint C. [Select]

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The cross sectional area of each member of the truss shown in the figure is A = 500 mm^2 and E = 200 Gpa. Use Catigliano's Theorem.
Let Q = 5 kN
3 m
4 m
QkN
4 m
B
a. Determine the vertical displacement of joint C if a P force is applied to the truss at C.
[ Select]
b. If no loads act on the truss, what would be the vertical displacement of joint C if member AB were 5 mm too short. [Select]
(use data at ON/OP)
c. If P force and fabrication error are both accounted, what would be the vertical displacement of joint C. [Select]
Transcribed Image Text:The cross sectional area of each member of the truss shown in the figure is A = 500 mm^2 and E = 200 Gpa. Use Catigliano's Theorem. Let Q = 5 kN 3 m 4 m QkN 4 m B a. Determine the vertical displacement of joint C if a P force is applied to the truss at C. [ Select] b. If no loads act on the truss, what would be the vertical displacement of joint C if member AB were 5 mm too short. [Select] (use data at ON/OP) c. If P force and fabrication error are both accounted, what would be the vertical displacement of joint C. [Select]
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