bylar
Structural
- Jan 3, 2002
- 173
Does anyone have a formula for Deflection of Simple Beam With uniform load partially distributed. All the references that I have ignores the deflection along th beam with this type of loading. There is an old post 2006 by an ME but no good answer. One option seemed to be to take the load as from one end to the end of the load and take the load from the end to the begining of the load and subtract it from the first deflection. I tried that and I got some negative number and I know that cannot be. Help!