struction : Draw a matrix / table to sh mparison of the following methods of alyzing statically indeterminate beams ch as double integration method, area ment method, three-moment equation owing, analyzing, and evaluating entioned methods relative to termination of deflection of the follow ams

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Question
Figure 2: Cantilever Beam
W = 30 KN/m
L= 4m
%3D
Transcribed Image Text:Figure 2: Cantilever Beam W = 30 KN/m L= 4m %3D
Instruction : Draw a matrix / table to show
comparison of the following methods of
analyzing statically indeterminate beams
such as double integration method, area-
moment method, three-moment equation by
showing, analyzing, and
evaluating the
mentioned methods relative to
determination of deflection of the following
beams :
Transcribed Image Text:Instruction : Draw a matrix / table to show comparison of the following methods of analyzing statically indeterminate beams such as double integration method, area- moment method, three-moment equation by showing, analyzing, and evaluating the mentioned methods relative to determination of deflection of the following beams :
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