2.) Total deflection at joint H of the truss shown below. Cross sectional areas of each member are shown. E is 200GPa and the same for all members. Use either unit load method or castigliano's method in solving 200 KN P (in kN) P = 229 KN (2500 mm²) D (2500 mm²) (1500 mm²) (1500 mm²) (1500 mm2) (1500 mm²) 200 KN E (w (OST) (1500 mm²) (1500 mm²) (1500 (1500 mm2) mm²) B 1-2m--2m- E = 200 GPa (2500 mm²) F (2500 mm²) 4 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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2.) Total deflection at joint H of the truss shown below. Cross sectional areas of each member are
shown. E is 200GPa and the same for all members.
Use either unit load method or
200 kN
castigliano's method in solving
200 KN
P (in kN)
P = 229 KN
G
(2500 mm²)
D
(2500 mm²)
(1500 mm²)
(1500 mm²)
(1500
mm²)
(1500 mm²)
(1500
mm²)
-2m-
E
(1500 mm²)
(1500
mm²)
(1500 mm²)
(1500
mm²)
B
1-2m-
E = 200 GPa
(2500 mm²)
F
(2500 mm²)
4m
4m
Transcribed Image Text:2.) Total deflection at joint H of the truss shown below. Cross sectional areas of each member are shown. E is 200GPa and the same for all members. Use either unit load method or 200 kN castigliano's method in solving 200 KN P (in kN) P = 229 KN G (2500 mm²) D (2500 mm²) (1500 mm²) (1500 mm²) (1500 mm²) (1500 mm²) (1500 mm²) -2m- E (1500 mm²) (1500 mm²) (1500 mm²) (1500 mm²) B 1-2m- E = 200 GPa (2500 mm²) F (2500 mm²) 4m 4m
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