Required: qno7 . Virtual work method for beams (statically determinate). OkSee below question examples .dont reject 1. Double Integration Method (Statically Determinate)Calculate the following for a cantilever beam shown. Assume constant El of 7,800 KN-m^3a. Vertical Reaction at Mb. omax, mmc. slope at the free end degrees.EREALCONJUGATEJEB15KNM5B=8maxMB'=703.04ElB'V=202.8El5.2mSmax=-703.04 x 1000mm7800Smax-90.1333mm!SETBv'=15KN[Fv=01++Bv=1 (5.2) (78)=02202.8EIM0B=-15(5.2)=BP @AOB=5.1641°EMB'= 0++MB'=1 (5.2) (78) (2/3 X 5.2=02MB'= 703.0403.04-703.04 rad X7800180Trad

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Civil Engineering

Required: qno7 . Virtual work method for beams (statically determinate). Ok See below question examples .dont reject

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

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

Required: qno7 . Virtual work method for beams (statically determinate). Ok See below question examples .dont reject

1. Double Integration Method (Statically Determinate)
Calculate the following for a cantilever beam shown. Assume constant El of 7,800 KN-m^3
a. Vertical Reaction at M
b. omax, mm
c. slope at the free end degrees.
E
REAL
CONJUGATE
J
E
B
15KN
M
5B=8max
MB'=703.04
El
B'V=202.8
El
5.2m
Smax=-703.04 x 1000mm
7800
Smax-90.1333mm!
SET
Bv'=
15KN
[Fv=01+
+Bv=1 (5.2) (78)=0
2
202.8
EI
M
0B=
-15(5.2)=
BP @A
OB=5.1641°
EMB'= 0+
+MB'=1 (5.2) (78) (2/3 X 5.2=0
2
MB'= 703.04
03.04
-703.04 rad X
7800
180
Trad

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