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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 (b) hear and bending moment. (c) Draw the shear-force and bending- moment diagrams for this beam. (d) Determine the maximum positive & negative moment and maximum shear. 900 lb 400 lb 60 lb/ft 4 ft RA 8 ft Rc 6 ft

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 (b) hear and bending moment. (c) Draw the shear-force and bending- moment diagrams for this beam. (d) Determine the maximum positive & negative moment and maximum shear. 900 lb 400 lb 60 lb/ft 4 ft RA 8 ft Rc 6 ft

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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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. (c) Draw the shear-force and bending- moment diagrams for this beam. (d) Determine the maximum positive & 60 lb/ft A B C. negative moment and maximum shear. 4 ft RA 8 ft Rc 6 ft Figure No. 1
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. (c) Draw the shear-force and bending- moment diagrams for this beam. (d) Determine the maximum positive & 60 lb/ft A B C. negative moment and maximum shear. 4 ft RA 8 ft Rc 6 ft Figure No. 1
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