For welded connections, I've always gone with the theory of the max weld thickness (leg length, not throat thickness) is the thickness of the base metal.
I've come across some info in the CISC - Design Guide for HSS Connections that says the IIW (International Institute for Welding) recommends...
I was wondering if anyone had a rough all-inclusive(materials and labor) estimating cost they used for masonry?
Looking for a rough cost, either per block, or square foot for a fully grouted 8" block with vertical reinforcement every 24".
I have the NCMA Tek's for material estimating, just...
Are stirrups typically used in lintel beams?
I have designed a 4' span and a 12' span lintel, and both meet requirements (MSJC-05 STR & ASD) without stirrups. I just find it a little unsettling not having stirrups, but if this is common practice I can leave the design as is.
I'm currently designing a rigid steel frame building, single story, and masonry infill is required. The masonry is mainly for sound damping purposes and not for strength. The building is 35' wide, and 55' long, with an eave height of 24'. There is no bracing or horizontal members to transfer...
