Page 60 - Civil Engineering Formulas

(x 4 – 4L 3 x + 3L 4 )

WL 3 8EI
CASE 7. Beam Fixed at One End (Cantilever)—Continuous Load, Uniformly Distributed
D (max) = W 24EIL

At free end: x: At D =

M V
R 1
WL 2 Wx 2 2L Bending
M (max) = M = L W Loading Shear

At fixed end: x: At D x

R 1 = V (max) = W x: At Wx V = L

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