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No. 1. A simple beam AB is loaded by two segments of uniform load and two horizontal forces acting at the ends of a vertical arm. (a) Draw the FBD 6.0 ft from A, and determine the sg 900 lb 400 lb

No. 1. A simple beam AB is loaded by two segments of uniform load and two horizontal forces acting at the ends of a vertical arm. (a) Draw the FBD 6.0 ft from A, and determine the sg 900 lb 400 lb

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter9: Application Of Influence Lines
Section: Chapter Questions
Problem 11P
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No. 1. A simple beam AB is loaded by two segments of uniform load and two horizontal forces acting at the ends of a vertical arm. (a) Draw the FBD 6.0 ft from A, and determine the sg 900 lb 400 lb (b) hear and bending moment. 60 lb/ft (c) Draw the shear-force and bending- moment diagrams for this beam. A B (d) Determine the maximum positive & negative moment and maximum shear. RA 4 ft $ Rc 8 ft Figure No. 1 6 ft D
Transcribed Image Text:No. 1. A simple beam AB is loaded by two segments of uniform load and two horizontal forces acting at the ends of a vertical arm. (a) Draw the FBD 6.0 ft from A, and determine the sg 900 lb 400 lb (b) hear and bending moment. 60 lb/ft (c) Draw the shear-force and bending- moment diagrams for this beam. A B (d) Determine the maximum positive & negative moment and maximum shear. RA 4 ft $ Rc 8 ft Figure No. 1 6 ft D
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