For an allowable stress beam design spreadsheet, click here to visit our spreadsheet store. Obtain a convenient, easy to use beam design spreadsheet using allowable stressl design at a reasonable price. Read on for information about the use of deflection limits and serviceability requirements for simply supported beam design.
Design of a simply supported beam with uniform distributed load can be carried out as follows. Based on inputs of span length, elastic modulus, live load, dead load, allowable bending stress, deflection limit for live load and deflection limit for live load and dead load acting simultaneously, the equations in the next section can be used to calculate maximum moment, maximum shear, elastic section modulus, and minimum moments of inertia required to satisfy the constraints on deflection. The equations can also be used to check on whether a known design satisfies strength and deflection requirements.
Equations for the first step in an allowable stress beam design spreadsheet are as follows for a simply supported beam subject to a uniform distributed load:
Mmax = wL2/8, where
Vmax = wL/2, where
Mallow = SFb, where
ymax = 5wL4/(384EI), where
ymax < L/Ld, where
The image below shows a screenshot of an allowable stress beam design spreadsheet. Based on inputs of span length, elastic modulus, live load, dead load, allowable bending stress, deflection limit for live load and deflection limit for dead load, the spreadsheet can be used to calculate maximum moment, maximum shear, elastic section modulus, and minimum moments of inertia required to satisfy the constraints on deflection.
For low cost, easy to use spreadsheets to make these calculations in S.I. or U.S. units, as well as checking with a known design to see if strength and deflection requirements are met, click here to visit our spreadsheet store.