4. The compound beam is supported by a roller at point A, fixed at point C, and the two sections are pinned at point B. It is subjected to a free couple moment M, a distributed load w, and a concentrated force F. On the beam, point Dis immediately to the left of the concentrated force F, and point Eis at the middle of the distributed load w. 2) If the free couple moment M = 5.2 kip-ft, the distributed load w 1.0 kip/ft, and the concentrated force F= 4.4 kip, determine the magnitude of the internal shear force at point D. Please pay attention: the numbers may change since they are randomized. Your answer must include 2 places after the decimal point, and proper unit. The sign of your answer must agree with the internal reaction sign convention learned in this chapter. F M D E C -6 ft- 6 ft- -4 ft 4 ft
4. The compound beam is supported by a roller at point A, fixed at point C, and the two sections are pinned at point B. It is subjected to a free couple moment M, a distributed load w, and a concentrated force F. On the beam, point Dis immediately to the left of the concentrated force F, and point Eis at the middle of the distributed load w. 2) If the free couple moment M = 5.2 kip-ft, the distributed load w 1.0 kip/ft, and the concentrated force F= 4.4 kip, determine the magnitude of the internal shear force at point D. Please pay attention: the numbers may change since they are randomized. Your answer must include 2 places after the decimal point, and proper unit. The sign of your answer must agree with the internal reaction sign convention learned in this chapter. F M D E C -6 ft- 6 ft- -4 ft 4 ft
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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