D
R 1
At center:
At supports:
Atx:
Atx:
R
V
V
W
x
L
M
M 1
M (max) =
(L^2 – 2Lx + x^2 )
WL
24
M 1 (max) =
WL
12
L^2
6
M=–+Lx – x^2
W
2 L
At center:
Atx:
D (max) =
1
384
WL^3
EI
D =
Wx^2
24 EIL
R = R 1 = V (max) =
W
2
V = –
W
2
Wx
L
CASE 5. Beam Fixed Both Ends—Continuous Load, Uniformly Distributed
24