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.
Theinternalvirtualbendingmomentis
Mv= 1 −
1
L
x 0 ≤x≤L
Theexternalvirtualworkdoneis1θA(thevirtualsupportreactionsdonoworkasthereisnovertical
displacementofthebeamatthesupports),andtheinternalvirtualworkdoneisgivenbyEq.(4.21).
Hence,
1 θA=
1
EI
⎡
⎢
⎣
∫L/^2
0
W
2
x
(
1 −
x
L
)
dx+
∫L
L/ 2
W
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)