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4.6.4 Resolve the previous problem, in addition to the load W = 120 lb, members AC and CE weigh 10 lb per linear foot (use method of members

4.6.4 Resolve the previous problem, in addition to the load W = 120 lb, members AC and CE weigh 10 lb per linear foot (use method of members

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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4.6.4 Resolve the previous problem, in addition to the load W = 120 lb, members AC and CE weigh 10 lb per linear foot (use method of members)

 

ID E 4 B. Figure P-4-6.3
Transcribed Image Text:ID E 4 B. Figure P-4-6.3
4-6.4. Resolve Prob, 4-6.3 if, in addition to the load W = 120 lb, members AC and CE weigh 10 lb per linear foot. . %3D 4-6.5. In the system shown in Fig. P-4-6.5, find the reaction at D caused by the 1200-lb load. Neglect the weight of the members. D = 350 lb Ans. 4-6.6. For the structure loaded as shown in. Fig. P-4-6.6, find the horizontal and vertical components of the pin force at B as they act upon member CD. Ans. B, = 180 lb left; B, = 210 lb down %3D %3D n167 is supported by a hinge at
Transcribed Image Text:4-6.4. Resolve Prob, 4-6.3 if, in addition to the load W = 120 lb, members AC and CE weigh 10 lb per linear foot. . %3D 4-6.5. In the system shown in Fig. P-4-6.5, find the reaction at D caused by the 1200-lb load. Neglect the weight of the members. D = 350 lb Ans. 4-6.6. For the structure loaded as shown in. Fig. P-4-6.6, find the horizontal and vertical components of the pin force at B as they act upon member CD. Ans. B, = 180 lb left; B, = 210 lb down %3D %3D n167 is supported by a hinge at
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