# Simple Beam, Two Symmetrically Concentrated Loads

### Simple Beam, Two Symmetrically Concentrated Loads

#### Outputs in Metric and Imperial

 R1 = R1 = V1 = V2 ..... ..... ..... lbf Mmax (between loads) ..... ..... ..... lbf in Mx (x < a) ..... ..... ..... lbf in Δmax (at the centre) ..... ..... ..... in Δx (x < a) ..... ..... ..... in Δx(a < x < (L-a)) ..... ..... ..... 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