104 CHAPTER 4 Virtual Work and Energy Methods
Fig.4.11
Determination of the rotation of a simply supported beam at a support using the unit load method.
TheinternalvirtualbendingmomentisMv= 1 −1
L
x 0 ≤x≤LTheexternalvirtualworkdoneis1θA(thevirtualsupportreactionsdonoworkasthereisnovertical
displacementofthebeamatthesupports),andtheinternalvirtualworkdoneisgivenbyEq.(4.21).
Hence,
1 θA=1
EI
⎡
⎢
⎣
∫L/^2
0W
2
x(
1 −
x
L)
dx+∫L
L/ 2W
2
(L−x)(
1 −
x
L)
dx⎤
⎥
⎦ (i)SimplifyingEq.(i),wehave
θA=W
2 EIL
⎡
⎢
⎣
∫L/^2
0(Lx−x^2 )dx+∫L
L/ 2(L−x)^2 dx⎤
⎥
⎦ (ii)