# Simple Beam, Uniformly Distributed Load

### Simple Beam, Uniformly Distributed Load with point of interest

#### Outputs in Metric and Imperial

 R = VMax ..... ..... ..... lbf Vx ..... ..... ..... lbf Mmax (at the centre) ..... ..... ..... lbf in Mx ..... ..... ..... lbf in Δx ..... ..... ..... in Δmax(at the centre) ..... ..... ..... in

#### Enter Forces, Distances, Youngs Modulus & Moment of Inertia

 Total Length (L): mm cm m in ft yds Length (a): mm cm m in ft yds Point of Interest (x): mm cm m in ft yds Weight (W): N kN MN GN lbf KIP Youngs Modulus (E): Pa kPa MPa GPa psi kN/m2 Moments of Inertia (I): m4 cm4 mm4 in4 ft4

#### How to use the Calculator:

Using the input boxes enter forces, distances, Youngs Modulus & moment of inertia.
Choose your units & press the calculation Reaction, Shear Forces, Moments & Deflections
button. Outputs in metric and imperial. The beam diagram shows the notation.

#### Material and Section Selection (still work in progress, more properties and sections being added)

 Material Types: Actemium Metal Plastic Materials: Carbon and Low Alloy Steel - 210.00GPa Stainless Steel (1.4404 (316L), 1.4307 (304L)) - 200.00GPa Section Types: Box Section I Sections Sections: RHS 50 x 30 / 2.6  - 12.18cm4  RHS 50 x 30 / 3.2 - 14.21cm4  RHS 50 x 30 / 4 - 16.49cm4  RHS 50 x 30 / 5 - 18.71cm4  RHS 60 x 40 / 3.2 - 23.58cm4  RHS 60 x 40 / 3.2 - 27.82cm4  RHS 60 x 40 / 4 - 32.83cm4  RHS 60 x 40 / 5 - 38.09cm4  RHS 60 x 40 / 6.3 - 43.39cm4  RHS 80 x 40 / 3.2 - 57.18cm4  RHS 80 x 40 / 4 - 68.20cm4