CASE 2. Beam Supported Both Ends—Concentrated Load at Any PointR =
Wb
L
Wa
LR 1 =
V (max) = R when a < b and R 1 when a > bAt point of load:Atx: when x = a(a + 2b)+ 3 and a > bD (max) = Wa b (a + 2b) 3a(a + 2b)+ 27 EILAtx: when x < aAtx: when x > aAtx: when x < aLW
D
R R
1
x MV
abAtx: Wb
LV =
Wa b
LM (max) =Wbx
LM =
Wbx
6 EILD =2L (L – x) – b^2 – (L – x)^2Wa (L – x)
6 EILD =2Lb – b^2 – (L – x)^2FIGURE 2.2 Beam formulas. (From J. Callender, Time-Saver Standards for Architectural Design Data, 6th ed., McGraw-Hill, N.Y.)21