*Indeterminate Analysis: Use Force/ Compatibility Method 10-2. Determine the reactions at the supports A, B, and C, then draw the shear and moment diagrams. El is constant. -6 ft 12 kip B. 6 ft- Prob. 10-2 12 ft- 3 kip/ft "1 C
*Indeterminate Analysis: Use Force/ Compatibility Method 10-2. Determine the reactions at the supports A, B, and C, then draw the shear and moment diagrams. El is constant. -6 ft 12 kip B. 6 ft- Prob. 10-2 12 ft- 3 kip/ft "1 C
Chapter2: Loads On Structures
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
Transcribed Image Text:*Indeterminate Analysis:
Use Force/ Compatibility
Method
10-2. Determine the reactions at the supports A, B, and C,
then draw the shear and moment diagrams. El is constant.
6 ft-
12 kip
B.
-6 ft
Prob. 10-2
-12 ft-
3 kip/ft
C
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