Draft

1S) Beam Fixed at Both Ends; Concentrated Load

Shear

Moment

R=V

at

x=

L 2

Mmax

when

x <

L 2

Mx

at

x=

2

Amax

when

x <

2

192EI

14) Cantilever Beam; Triangular Unsymmetric Load

Moment

14) Cantilever Beam; Triangular Unsymmetric Load

Wind Pressure Cantilever
15) Cantilever Beam; Uniform Load

Shear

Shear

max x wx wL2 2 w 24EI wL4 SEI

1G) Cantilever Beam; Point Load

Shear

Moment

R=V

at x = L

Mmax

when a < x

Mx

at x = 0

Amax

at x = a

Aa

when x < a

Ax

when a < x

Pb3 3E2

17) Cantilever Beam; Point Load at Free End

Shear

P PL

18) Cantilever Beam; Concentrated Force and Moment at Free End

0 0

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