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Problem 9-1 500 lb/ft A -12 ft B For Problem 9-1, set the redundant reaction to be the vertical reaction at B, so that the primary structure is a cantilever with the free end at B. You will have to derive the moment equation for the primary structure under the triangular distributed load and use double integration in order to solve for the vertical deflection at B. The rest of the procedure is the same.

Problem 9-1 500 lb/ft A -12 ft B For Problem 9-1, set the redundant reaction to be the vertical reaction at B, so that the primary structure is a cantilever with the free end at B. You will have to derive the moment equation for the primary structure under the triangular distributed load and use double integration in order to solve for the vertical deflection at B. The rest of the procedure is the same.

Steel Design (Activate Learning with these NEW titles from Engineering!)
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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Problem 9-1 500 lb/ft A -12 ft B For Problem 9-1, set the redundant reaction to be the vertical reaction at B, so that the primary structure is a cantilever with the free end at B. You will have to derive the moment equation for the primary structure under the triangular distributed load and use double integration in order to solve for the vertical deflection at B. The rest of the procedure is the same.
Transcribed Image Text:Problem 9-1 500 lb/ft A -12 ft B For Problem 9-1, set the redundant reaction to be the vertical reaction at B, so that the primary structure is a cantilever with the free end at B. You will have to derive the moment equation for the primary structure under the triangular distributed load and use double integration in order to solve for the vertical deflection at B. The rest of the procedure is the same.
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