15 KNsolve10 KN8 KN/mBAMaxECID1.0 m2.0 mdeflectin1.0 m2.0 mEI is ConstantMaximum Shear57maximum moment144Slope at Point A (/EI)240.12Slope at Point E(/ EI)Deflection at D( /EI)217.4Deflection at B( /EI)240.12Maximum Deflection ( /EI)Axial Force in the beamIIIIII

Moment equations:Mx=0 0<x<1Mx=-10x-1 1<x<2Mx=-10x-1-4x-22…

Answered: 15 KN Solve 10 KN 8 KN/m B Max A E 2.0…

Engineering

Civil Engineering

15 KN Solve 10 KN 8 KN/m B Max A E 2.0 m deflectin 1.0 m 1.0 m 2.0 m EI is Constant

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

Design of structures using FEA

An arrangement, in which various members are interconnected with their constrained relative motion, the whole arrangement is then known as a structure. The degree of freedom of such a structure is zero. In such a structure, the load can act throughout the length of the structure or at the joints.

Question

15 KN
solve
10 KN
8 KN/m
B
A
Max
E
C
ID
1.0 m
2.0 m
deflectin
1.0 m
2.0 m
EI is Constant
Maximum Shear
57
maximum moment
144
Slope at Point A (/EI)
240.12
Slope at Point E(/ EI)
Deflection at D( /EI)
217.4
Deflection at B( /EI)
240.12
Maximum Deflection ( /EI)
Axial Force in the beam
IIIIII

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