Determine (approximately) the forces in the members of the truss shown in Fig. 7-3a. Assume the diagonals are slender and therefore will not support a compressive force. The support reactions have been computed. 4 k 4k 4k 2k 2k 15 ft -15 ft- -15 ft- -15 ft- 15 ft- 8k 8 k

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Example 2
Detemine (approximately) the forces in the members of the truss
shown in Fig. 7-3a. Assume the diagonals are slender and therefore
will not support a compressive force. The support reactions have been
computed.
4 k
4 k
4k
2k
2k
15 ft
A
-15 ft-
8k
-15 ft-
-15 ft-
-15 ft-
8k
(a)
Transcribed Image Text:Example 2 Detemine (approximately) the forces in the members of the truss shown in Fig. 7-3a. Assume the diagonals are slender and therefore will not support a compressive force. The support reactions have been computed. 4 k 4 k 4k 2k 2k 15 ft A -15 ft- 8k -15 ft- -15 ft- -15 ft- 8k (a)
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