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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Figure 2: Cantilever Beam
W = 30 KN/m
L= 4m
%3D](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fee50e62c-db3c-4cbe-9433-127aad3aa57a%2F7da7f0f9-e054-4861-a186-7cefa94783ce%2Fiyb3pld_processed.jpeg&w=3840&q=75)
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 :](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fee50e62c-db3c-4cbe-9433-127aad3aa57a%2F7da7f0f9-e054-4861-a186-7cefa94783ce%2Fm3rk0am_processed.jpeg&w=3840&q=75)
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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