Hi everyone,
Does anyone know how to obtain the connection design forces for steel beam to column connections (in Canada)? considering the subject connection is a moment connection. Does designing a moment connection for the full moment capacity of the beam, and 70% of its shear capacity make...
Thank you all for your informative input and suggestions! Based on the discussion, I am now tending toward the RC slab, and not the composite one. Initially, I wanted to go with composite to benefit from the induced composite action on the W-beams below to increase their bending capacity.
I'm...
Hi everyone!
I hope you are all doing well. I have a client for whom I am designing a suspended slab for his two-car garage space(5600mmx6600mm), beneath the garage would be a future theater room. I have designed the slab to be supported by two steel beams along the 5600 length (no interior...
