Do the AISC Seismic Provisions allow an Ordinary Moment Frame of steel to be taller than one story?
The building in question is in Charleston, SC and is a two story commercial/office use building with every beam to column connection Fully Restrained as part of the Lateral (Seismic) Force...
Are there any procedures or charts for determining the required embedment depth for a pole structure with lateral loads?
I need to design a wood utility pole to support a dish antenna 18' above grade in a high wind zone.
I have a residential developer/builder client who received a "bad" batch of 3/4" 5-ply T&G plywood which was installed by glueing and nailing onto wood "I" joists. Post installation the top and bottom layers de-laminated.
My client wants to know if there is a way to replace the affected panels...
