D
R 1At center:At supports:Atx:Atx:RV
VWxLMM 1M (max) =(L^2 – 2Lx + x^2 )WL
24M 1 (max) =
WL
12L^2
6M=–+Lx – x^2
W
2 LAt center:Atx:D (max) =1
384WL^3
EID =Wx^2
24 EILR = R 1 = V (max) =W
2V = –
W
2Wx
LCASE 5. Beam Fixed Both Ends—Continuous Load, Uniformly Distributed24