The beam shown below has a pin or hinge joint at B. The beam is simply supported at A. For this beam, the morment reaction at point E 2 kip 6 kip/ft 68 68 OA 0 kip-ft O 8. 42 kip-ft OC 12 kip-ft

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter10: Statically Indeterminate Beams
Section: Chapter Questions
Problem 10.4.3P: A fixed-end beam AB supports a uniform load of intensity q = 75 lb/ft acting over part of the span....
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The beam shown below has a pin or hinge joint at B. The beam is simply supported at A. For this beam, the morment reaction at point B is:
2 kip
6 kip/ft
O A. O kip-ft
O B. 42 kip-ft
OC 12 kip-ft
O D.6 kip-ft
Transcribed Image Text:The beam shown below has a pin or hinge joint at B. The beam is simply supported at A. For this beam, the morment reaction at point B is: 2 kip 6 kip/ft O A. O kip-ft O B. 42 kip-ft OC 12 kip-ft O D.6 kip-ft
The beam shown below has a pin or hinge joint at B. The beam is simply supported at A. For this beam, the reaction force at point A is:
2 kip
6 kip/ft
OA 36 kip
O B. 12 kip
OC6 kip
O D.8 kip
Transcribed Image Text:The beam shown below has a pin or hinge joint at B. The beam is simply supported at A. For this beam, the reaction force at point A is: 2 kip 6 kip/ft OA 36 kip O B. 12 kip OC6 kip O D.8 kip
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