Use slope-deflection method to compute the bendingmoments of element ends for the following structures:7) Use slope -defle ctionAst4412t- 2006 PaI= 100x 16mm"E = 200 GPa%3DI= 100× 106 mm4For this question alsocompute the deflection atPoint B.

Solution: Find the fixed end moments of each span: For span AB: MFAB=-WL8=-21×88=-21…

Use slope-deflection method to compute the bending moments of element ends for the following structures: 7) Use slope -deflection 4 4 12 t. 2006 Pa I= 100 x 16mm" E = 200 GPa I= 100× 106 mm4 For this question also compute the deflection at Point B.

Use slope-deflection method to compute the bending moments of element ends for the following structures: 7) Use slope -deflection 4 4 12 t. 2006 Pa I= 100 x 16mm" E = 200 GPa I= 100× 106 mm4 For this question also compute the deflection at Point B.

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

Use slope-deflection method to compute the bending
moments of element ends for the following structures:
7) Use slope -defle ction
Ast
4
4
12
t- 2006 Pa
I= 100x 16mm"
E = 200 GPa
%3D
I= 100× 106 mm4
For this question also
compute the deflection at
Point B.

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