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3. Draw the shear and bending moment diagrams for the beam and loading shown. 20 kips 12 kips 1.5 kips/ft |B |C -6 ft-8 ft- 10 ft 8 ft-

3. Draw the shear and bending moment diagrams for the beam and loading shown. 20 kips 12 kips 1.5 kips/ft |B |C -6 ft-8 ft- 10 ft 8 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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ANSWER QUESTION NO. 3 ONLY

1. For the timber beam and loading shown, draw the shear and bend moment diagrams and determine the maximum normal stress due to bending 20 kN 40 kN B D |250 mm -2.5 m→|--3 m- -2 m 80 mm 2. The structure shown is constructed of a W10x112 rolled-steel beam. (a) Draw the shear and bending-moment diagrams for the beam and the given loading. (b) determine normal stress in sections just to the right and left of point D 10 kips 3 ft 2 ft 3 ft 8 ft 3 kips/ft E C D 3. Draw the shear and bending moment diagrams for the beam and loading shown. 20 kips 12 kips 1.5 kips/ft A |B |C .D -6 ft -8 ft→te-10 ft→-8 ft- 4. The W360 3 79 rolled-steel beam AC is simply supported and carries the uniformly distributed load shown. Draw the shear and bending-moment diagrams for the beam and determine the location and magnitude of the maximum normal stress due to bending. 20 kN/m B 6 m 3 m
Transcribed Image Text:1. For the timber beam and loading shown, draw the shear and bend moment diagrams and determine the maximum normal stress due to bending 20 kN 40 kN B D |250 mm -2.5 m→|--3 m- -2 m 80 mm 2. The structure shown is constructed of a W10x112 rolled-steel beam. (a) Draw the shear and bending-moment diagrams for the beam and the given loading. (b) determine normal stress in sections just to the right and left of point D 10 kips 3 ft 2 ft 3 ft 8 ft 3 kips/ft E C D 3. Draw the shear and bending moment diagrams for the beam and loading shown. 20 kips 12 kips 1.5 kips/ft A |B |C .D -6 ft -8 ft→te-10 ft→-8 ft- 4. The W360 3 79 rolled-steel beam AC is simply supported and carries the uniformly distributed load shown. Draw the shear and bending-moment diagrams for the beam and determine the location and magnitude of the maximum normal stress due to bending. 20 kN/m B 6 m 3 m
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