CIVIL ENGINEERING FORMULAS

R 1

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At fixed end: At free end:

Atx: Atx:

Bending

Shear

D

V

W

x

L

M

M (max) =

(x^4 – 4L^3 x + 3L^4 )

WL

2

M =

Wx^2

2 L

Atx:

D (max) =

WL^3

8 EI

D =

W

24 EIL

R 1 = V (max) = W

V =

Wx

L

CASE 7. Beam Fixed at One End (Cantilever)—Continuous Load, Uniformly Distributed

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