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Q.3) The simply support beam has a roller support at A and pin support at E. a) Write the expression for the shear force and bending moment as a function of x measured from the left edge of the beam for the region between points E and F. b) Draw the shear force and bending moment diagrams for the entire length of the beam. Label all critical points. 3 ft 600 lb B 60 lb/ft C 1400 lb-ft 3 ft 300 lb D + 4 ft → 4 ft 6 ft F 200 lb 3 ft G

Q.3) The simply support beam has a roller support at A and pin support at E. a) Write the expression for the shear force and bending moment as a function of x measured from the left edge of the beam for the region between points E and F. b) Draw the shear force and bending moment diagrams for the entire length of the beam. Label all critical points. 3 ft 600 lb B 60 lb/ft C 1400 lb-ft 3 ft 300 lb D + 4 ft → 4 ft 6 ft F 200 lb 3 ft G

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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Help!!! Directions: Free Body Diagrams (FBD) must be included for all static equilibrium problems including each section created when solving for internal loadings. Axes and critical points must be clearly labeled on all shear force and bending moment diagrams. Report all answers with 4 significant figures and be sure to include units.
Q.3) The simply support beam has a roller support at A and pin support at E. a) Write the expression for the shear force and bending moment as a function of x measured from the left edge of the beam for the region between points E and F. b) Draw the shear force and bending moment diagrams for the entire length of the beam. Label all critical points. 3 ft 600 lb B 60 lb/ft C 1400 lb-ft 3 ft 300 lb D 4 ft → 4 ft 6 ft F 200 lb 3 ft G
Transcribed Image Text:Q.3) The simply support beam has a roller support at A and pin support at E. a) Write the expression for the shear force and bending moment as a function of x measured from the left edge of the beam for the region between points E and F. b) Draw the shear force and bending moment diagrams for the entire length of the beam. Label all critical points. 3 ft 600 lb B 60 lb/ft C 1400 lb-ft 3 ft 300 lb D 4 ft → 4 ft 6 ft F 200 lb 3 ft G
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