A simple beam AB is loaded by two segments of uniform load and two horizontal 900 lb 400 lb I B 4 ft 8 ft Figure No. 1 No. 1. 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. A RA 60 lb/ft C Rc 6 ft

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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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