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CASE 6. Beam Fixed Both Ends—Concentrated Load at Any Point
R: ab 2 max neg. mom. aL 2 = – W b > a and x: when x = At b > a when L 2 b + 3a R 1: Wa 3 b 2 2 a 2 b max neg. mom. (max) = D = – W b) 2 + (3a EI 3 a > b when L 2 x < a when ab 2 Wb 2 x 2 Ra – W M 1 = (max) = Ra + bx) – – 3ax (3aL =
At support M 1 At support M 2 At point of load: M M x: At R M 1
a < b a > b
b 2 (3a + b) L 3 a 2 (3b + a) L 3 when when R 1 = V = R (Continued)
R = W R 1 = W V (max) = R x: when x < a FIGURE 2.2
At
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