The beam shown in the Fig.is 7m long with EI = 200MNm^2 Let P = 10 kNDetermine the following:a. Reaction at A.b. Constant.c. Slope at 2m from A.d. Deflection at 2m from A. 3P KN2ma. Reaction at A. [Select][Select]24.285797.142872.85748.5714c. Slope at 2m from A. [Select][Select]-0.0012-0.0006-0.0003-0.00097m4.5m<4P KNBVINUb. Constant. [Select][Select]-108.5714-217.1428-434.2857-325.7143d. Deflection at 2m from A. [Select][Select]-0.924-2.772-3.696-1.848

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Answered: 2m 3P KN +4 7m 4.5m 4P KN B Umu

Engineering

Civil Engineering

2m 3P KN +4 7m 4.5m 4P KN B Umu

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

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.

Question

The beam shown in the Fig.is 7m long with EI = 200MNm^2 Let P = 10 kN

Determine the following:

a. Reaction at A.
b. Constant.
c. Slope at 2m from A.
d. Deflection at 2m from A.

3P KN
2m
a. Reaction at A. [Select]
[Select]
24.2857
97.1428
72.857
48.5714
c. Slope at 2m from A. [Select]
[Select]
-0.0012
-0.0006
-0.0003
-0.0009
7m
4.5m
<
4P KN
B
VINU
b. Constant. [Select]
[Select]
-108.5714
-217.1428
-434.2857
-325.7143
d. Deflection at 2m from A. [Select]
[Select]
-0.924
-2.772
-3.696
-1.848

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