Instruction: Draw the shear force and bending moment diagram with clear hand calculations. Civil Engineering: Strength of Materials 20 kNExample 4.22||Draw the shear force and bending moment digramsfor a beam 5 m long and loaded as shown in25 kN|-2 m-AFig. 4.33.BSolution6 m+4 m→Given A simply supported beam carrying loads as shown inFig. 4.33.To find To draw shear force and bending moment diagramsFig. 4.3320 kN25 kNThe load diagram is reproduced in Fig. 4.34a. The effect of the bracketis to apply a load of 10 kN and a bending moment of (20 x 1) kN m atthe point D (Fig. 4.34b).Taking moments about B,-2 m-BD+4 m-6 m

Answered: Instruction: Draw the shear force and…

Engineering

Civil Engineering

Instruction: Draw the shear force and bending moment diagram with clear hand calculations

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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Concept explainers

Frames

The trusses and frames are the two most important structural members of civil engineering. Trusses are the interconnection of links and other structural members. The interconnection with other members makes the system behave as a single member that supports and transfers loads. Trusses are generally two types, plane truss, and space truss. Frames on the other hand form the skeleton of any building construction. Frames are structures formed by the connection of beams, columns, slabs, and joists. These members provide the building with the required structural support.

Question

Instruction: Draw the shear force and bending moment diagram with clear hand calculations.

Civil Engineering: Strength of Materials

20 kN
Example 4.22||
Draw the shear force and bending moment digrams
for a beam 5 m long and loaded as shown in
25 kN
|-2 m-
A
Fig. 4.33.
B
Solution
6 m
+4 m→
Given A simply supported beam carrying loads as shown in
Fig. 4.33.
To find To draw shear force and bending moment diagrams
Fig. 4.33
20 kN
25 kN
The load diagram is reproduced in Fig. 4.34a. The effect of the bracket
is to apply a load of 10 kN and a bending moment of (20 x 1) kN m at
the point D (Fig. 4.34b).
Taking moments about B,
-2 m-
B
D
+4 m-
6 m

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