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Subject Name: Theory of
Structures
Topic Name:Analysis by Conjugate
Beam Lecture No: 25
Dr.Omprakash Netula
Professor & HOD
Department of Civil Engineering
09/28/17Lecture Number, Unit Number1
Theory of Structures - ITheory of Structures - I
Lecture 16
Deflection
Conjugate-Beam Method
Double Integral Method
EI
M
dx
yd
=2
2






++=
===
=
=
∫∫∫∫ ∫∫
21
3
2
2
6
cxc
x
EI
P
y
xdx
EI
P
dx
EI
Px
dx
EI
M
y
EI
M
dx
yd
PxM
Example 1
EI
M
dx
yd
=2
2
Conjugate-Beam Method
Example 1
Find the Max. deflection Take E=200Gpa, I=60(106
)
EIEI
M
EI
V
BB
BB
5.14062
)25(
5.562
5.562
'
'
−
===∆
−==θ
Conjugate-BeamSupports
Example 2
Find the deflection at Point C
C
EIEIEI
MCC
162
)3(
63
)1(
27
'
−
=−==∆
Example 3
Find the deflection at Point D
EI
360
EI
720 EI
MDD
3600
' ==∆
Example 4
Find the Rotation at A
10ft
EI
A
3.33
=θ
Group work 1
Find the deflection at Point B
Moment Diagrams and Equations for
Maximum Deflection
Example 4
Find the Maximum deflection for the following structure based on
The previous diagrams
L25 ppt conjugate

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L25 ppt conjugate

Editor's Notes

  1. Eng. Tamer Eshtawi
  2. Eng. Tamer Eshtawi