Atx: when x < a
Atx 1 : when x 1 < L V = R – w(a + x 1 ) Atx 1 : when x 1 < L
Atx 2 : when x 2 < b V = w(b – x 2 )
Atx: when x < a V = w (a – x)
Atx 2 : when x 2 < b
Atx 1 : when x 1 =
AtR:
AtR 1 :
a
xx 1 x 2
W
L
R 1
M 1
M 1
M
b
R
- a
wa^2
1
2
R
2 w
=W= load per unit of length
W
a+L + b
- a
R
w
M(max) = R
V(max) = wa or R – wa
M 1 =
w(a–x)^2
1
2
M=
w(a+x 1 )^2 – Rx 1
1
2
M=
w(b–x 2 )^2
1
2
M=
wb^2
1
2
M 1 =
R = w[(a + L)^2 + b^2 ]
2 L
R 1 = w[(b + L)^2 + a^2 ]
2 L
CASE 11. Beam Overhanging Both Supported Unsymmetrically Placed—Continuous Load, Uniformly Distributed
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