120 kgf 6 m -4 m -6 m 2 m 60 kgf/m D E R = R2 = %3D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Given the following beam, determine by double integration the general formula for the deformed and calculate the deformed when the moment is maximum.

In addition, you must submit:

a) Calculation of reactions

b) Deformed diagram, constant and moment diagram

c) Shear equation and moment equation (Both from 0 to 18)

d) The beam is made of concrete and the Elastic modulus to be used is 29x109 kg / cm2

e) For inertia the section is 15 x 25 cm

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Resistencia de materiales
212
120 kgf
Y
4 m
6 m
-6 m-
2 m
B
60 kgf/m
|C
A
R,
R2
%3D
Resolución: Es la misma vrign
habia escrito la
Transcribed Image Text:Resistencia de materiales 212 120 kgf Y 4 m 6 m -6 m- 2 m B 60 kgf/m |C A R, R2 %3D Resolución: Es la misma vrign habia escrito la
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