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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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