Moment-Area Method1. Compute the value of the following for the beam shown: (El is constant.)a. Slope Ab.Slope Oc10 KN.0.50 kN/mIMIBC1.5 m 1.5 m1mC.Deflection Acd. Deflection AEe. Maximum deflection between support A1.5 m-D10 KNE

Given:Required:Slope at ASlope at CDeflection at CNote: As per bartleby guidelines, only first 3…

Moment-Area Method 1. Compute the value of the following for the beam shown: (El is constant.) a. Slope A b. Slope Oc C. Deflection Ac d. Deflection AE e. Maximum deflection between support A 1.5 m- 10 kN B .0.50 kN/m C D 10 KN 1.5 m 1.5 m-1 m

Moment-Area Method 1. Compute the value of the following for the beam shown: (El is constant.) a. Slope A b. Slope Oc C. Deflection Ac d. Deflection AE e. Maximum deflection between support A 1.5 m- 10 kN B .0.50 kN/m C D 10 KN 1.5 m 1.5 m-1 m

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

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

Moment-Area Method
1. Compute the value of the following for the beam shown: (El is constant.)
a. Slope A
b.
Slope Oc
10 KN
.0.50 kN/m
IMI
B
C
1.5 m 1.5 m1m
C.
Deflection Ac
d. Deflection AE
e. Maximum deflection between support A
1.5 m-
D
10 KN
E

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Step 1: State the given data

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Step 2: Support reaction calculation

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Step 3: Moment by parts

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Step 4: Slope at A

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Step 5: Slope at C

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Step 6: Deflection at C

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