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Subject Name: Theory of Structures
Topic Name:Moment Area Method
Lecture No: 7
Dr.Omprakash Netula
Professor & HOD
Department of Civil Engineering
7/24/2017 Lecture Number, Unit Number 1
Moment-Area Theorems
dx
EI
M
xdx
EI
M
xt B
A
B
ABA/ 
dx
EI
M
xdx
EI
M
xt A
B
A
BAB '/ 
'x
Moment-Area Theorems
+
dx
EI
MB
A
AB/ 
1st moment-area theorem 2nd moment-area theorem
dx
EI
M
xt B
ABA/ 
Example 1
Determine the slope at points B & C of the beam. Take E = 200GPa, I = 360(106)mm4
ACCABB // ; 
rad
EI
kNm
m
EI
kNm
EI
kNm
m
EI
kNm
ABB
00521.0
375
)5(
50100
2
1
)5(
50
2
/















dx
EI
MB
A
AB/ 
radACC 00694.0/ 

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L7

  • 1. Subject Name: Theory of Structures Topic Name:Moment Area Method Lecture No: 7 Dr.Omprakash Netula Professor & HOD Department of Civil Engineering 7/24/2017 Lecture Number, Unit Number 1
  • 2. Moment-Area Theorems dx EI M xdx EI M xt B A B ABA/  dx EI M xdx EI M xt A B A BAB '/  'x
  • 3. Moment-Area Theorems + dx EI MB A AB/  1st moment-area theorem 2nd moment-area theorem dx EI M xt B ABA/ 
  • 4. Example 1 Determine the slope at points B & C of the beam. Take E = 200GPa, I = 360(106)mm4 ACCABB // ;  rad EI kNm m EI kNm EI kNm m EI kNm ABB 00521.0 375 )5( 50100 2 1 )5( 50 2 /                dx EI MB A AB/  radACC 00694.0/ 