Example 123. The compound beam is fixed at A, pin connected at B, and supported by a roller at C. Draw the shear and moment diagrams for the beam. 600 N 400 N/m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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6 ft
4 fr
Example 12,3. The compound beam is fixed at A, pin connected at B, and supported by a
roller at C. Draw the shear and moment diagrams for the beam.
600 N
400 N/m
2 m
2 m
12.2
These lecture otes may NOT be used, reproduced,
distributed in any form without a prior permission from the intractor.
Mechanics of Materials: 2020-2021
Dr. Mustafa Chasib Jasim
University of Misan/College of Engineering/Department of Civil Engineering
Assignment
Problem 12.1. Calculate and draw the shear and moment diagrams for the beam and loading shown in the
figure below. Also, identify the maximum shear and moment for the beam. There is a pin joint at B.
2 kip
1 kip
4 kip-ft
-1 1--1-1--
Problem 12.2: Calculate and draw the shear and moment diagrams for the loading shown in the figure
below. Calculate the location and magnitude of the maximum internal bending moment.
w = (25x + 5) kip/ft-
Misar-
1 kip/ft
5 kipn
5 ft
12.3
These lecture nctes may NOT he used, reproduced, ar distributed in any form without a prior permission from the anstractor.
Transcribed Image Text:6 ft 4 fr Example 12,3. The compound beam is fixed at A, pin connected at B, and supported by a roller at C. Draw the shear and moment diagrams for the beam. 600 N 400 N/m 2 m 2 m 12.2 These lecture otes may NOT be used, reproduced, distributed in any form without a prior permission from the intractor. Mechanics of Materials: 2020-2021 Dr. Mustafa Chasib Jasim University of Misan/College of Engineering/Department of Civil Engineering Assignment Problem 12.1. Calculate and draw the shear and moment diagrams for the beam and loading shown in the figure below. Also, identify the maximum shear and moment for the beam. There is a pin joint at B. 2 kip 1 kip 4 kip-ft -1 1--1-1-- Problem 12.2: Calculate and draw the shear and moment diagrams for the loading shown in the figure below. Calculate the location and magnitude of the maximum internal bending moment. w = (25x + 5) kip/ft- Misar- 1 kip/ft 5 kipn 5 ft 12.3 These lecture nctes may NOT he used, reproduced, ar distributed in any form without a prior permission from the anstractor.
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