CASE 3. Beam Supported Both Ends—Two Unequal Concentrated Loads, Unequally Distributed
R =
1
L
W (L – a) + W 1 b M =a
L
W (L – a) + W 1 b
M 1 =
b
L
Wa + W 1 (L – b)
M= W
a
L
bx
L
(L – x) + W 1
R 1 =
1
L
Wa + W 1 (L – b)
V (max) = Maximum reaction
At point of load W:
At point of load W 1 :
Atx: when x > a and < (L – b) Atx: when x > a or < (L – b)
V = R – W
R
W
a
x
L
b
W 1
M
M 1
V
R 1
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