Hi Everyone,
I'd like to get some clarification on nomenclature for foundation elements. I have a little over 1 yr of experience and so far, it seems that everyone has their own definition for grade beams, continuous footings, trench footings, etc. In a past project, I designed stem/strip...
Hi Everyone,
I am designing beams & girders for a non-rectangular bay and I am trying to decide if I should camber the beams or not. I created two RAM models, one with cambers and one without. The steel weight is reduced about 30-40% with cambering. The issue is my beam lengths vary...