I looked through my AISC manual, and AISC Detialing and can't find the clearance required to get a good weld. How much room is required for the welder to see and access a weld?
Currently I have a condition where we want to add to a W8 that supports a roof deck without cutting the deck. My...
Please help solve a debate regarding the sehar resistance of slabs and walls without shear reinforcement. Should Vc be reduced if the slab is thicker than 300mm? I was using Vc=2root(f'c)bwd for the shear capacity of large slabs.