*L*= length of Beam, ft.

*l*= length of Beam, in.

*I*= Moment of inertia, in

^{4}

*E*= Modulus of elasticity, psi.

*M*= Maximum bending moment, in.-lbs.

*V*= Shear force, lbs.

*R*= Reaction load at bending point, lbs.

*P*= Total concentrated load, lbs.

*w*= Load per unit length, lbs./in.

*W*= Total uniform load, lbs.

*x*= Horizontal distance from reaction to point on bead, in.

∆ =
Deflection or deformation, in.

####
4. Equal Load Partially Distributed at Each End

####
5. Load
Increasing Equally at One End

####
9.
Two
Equal Symmetrically Placed Point Load

####
10.
Two
Equal Point Load Unsymmetrical Placed

####
11.
Two
Unequal Point Load Unsymmetrical Placed

## 2 Comments

GOOD

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