When reshoring a multistory building with many levels of reshores (5+ levels of reshores), how much load would the lower most slab experience from the loads on the top? Using diagram sketch, there 5 levels of reshores and 6 interconnected slabs. When the 7th floor is poured would the bottom most...
I'm trying to analyze a custom made "lifting cap" to find the safe working load.
This consists of a 16" diameter steel caisson 12" long with 0.565" thick walls welded to a 1" thick plate (at bottom). The caisson is threaded at the top and will be attached to a rig. The eyelet is 2 inches thick...
If I use a 1/4" fillet weld all around on a 4x4x1/4" thick angle to connect to a base plate, is it safe to say the weld is as strong as the angle? Since the area of the weld will be equal to the angle. The angle will have an eccentric load so there will be bending stress. The section modulus...
