CASE 3. Beam Supported Both Ends—Two Unequal Concentrated Loads, Unequally DistributedR =
1
LW (L – a) + W 1 b M =a
LW (L – a) + W 1 bM 1 =
b
LWa + W 1 (L – b)M= W
a
Lbx
L(L – x) + W 1R 1 =
1
LWa + W 1 (L – b)V (max) = Maximum reactionAt 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 – WRW
axL
bW 1M
M 1VR 122