1. Uniformly Distributed Load Analysis for a Floor Joist
Structural EngineerBackground
An engineer needs to verify the maximum bending moment of a 4-meter timber joist carrying a uniform dead and live load of 10 N/mm to ensure it meets bending stress limits.
Problem
Quickly calculate the support reactions and maximum bending moment under a UDL.
How to use
Set the load type to 'Uniformly Distributed Load q (N/mm)', enter 10 for the load (q), and 4000 for the span length (L).
{
"loadType": "udl",
"q": 10,
"L": 4000,
"decimalPlaces": 4
}Outcome
The calculator outputs support reactions of 20,000 N, a maximum shear force of 20,000 N, and a maximum bending moment of 2.0×10⁷ N·mm (20,000 N·m) at the mid-span.