Recent content by Ron180

thank you, i will give it a go :)

Your right, i was a little confused. I have understood what I am doing now. However I am still not sure about finding the max deflection on a simply supported beam, when there are two UDL's. For example, a 5m span beam has a udl of 2kN/m acting on 2m and 1kN/m acting on 3m. what is the formula...

Hi, I am designing a beam to replace a load bearing wall. I have produced 2 separate UDL diagrams which, one for floor load and one for wall load. I am trying to find shear force and bending moment as in one for the total of the two diagrams. I know how to do it if the loads are spread...