FIGURE 2.2 (Continued)31 D
DVVR 1Atx 1 : when x 1 < LAtx: when x < a Atx: when x < aRW
2xaaLx 1M (max) =(a – x)Wa
2MM =W
2At center:At free ends:
D =Wa^2 (3L + 2a)
12 EID =
Wa L^2
16 EIR = R 1 = V (max) =W
2V =
W
2CASE 12. Beam Overhanging Both Supports, Symmetrically Placed—Two Equal Concentrated Loads at EndsW
2