CASE 2. Beam Supported Both Ends—Concentrated Load at Any Point
R =
Wb
L
Wa
L
R 1 =
V (max) = R when a < b and R 1 when a > b
At point of load:
Atx: when x = a(a + 2b)+ 3 and a > b
D (max) = Wa b (a + 2b) 3a(a + 2b)+ 27 EIL
Atx: when x < a
Atx: when x > a
Atx: when x < a
LW
D
R R
1
x M
V
ab
Atx: Wb
L
V =
Wa b
L
M (max) =
Wbx
L
M =
Wbx
6 EIL
D =2L (L – x) – b^2 – (L – x)^2
Wa (L – x)
6 EIL
D =2Lb – b^2 – (L – x)^2
FIGURE 2.2 Beam formulas. (From J. Callender, Time-Saver Standards for Architectural Design Data, 6th ed., McGraw-Hill, N.Y.)
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