F G H G H 20 ft 20 ft - A B с D E А В C DE 4 panels at 25 ft = 100 ft - 25 ft-- 25 ft--25 ft-l- 25 ft- E, A = constant E, A = constant %3D (a) (b) FIG. 10.5

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The truss shown in Fig. 10.5(a) is to be analyzed to determine its member axial forces and deflections due to a general system of loads acting at the joints. Can the truss be considered to be symmetric for such an analysis?

F
G
H
G
H
20 ft
20 ft
- A
B
с D
E
А В
C
DE
4 panels at 25 ft = 100 ft
- 25 ft-- 25 ft--25 ft-l- 25 ft-
E, A = constant
E, A = constant
%3D
(a)
(b)
FIG. 10.5
Transcribed Image Text:F G H G H 20 ft 20 ft - A B с D E А В C DE 4 panels at 25 ft = 100 ft - 25 ft-- 25 ft--25 ft-l- 25 ft- E, A = constant E, A = constant %3D (a) (b) FIG. 10.5
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