matt0627
Structural
- Dec 6, 2010
- 4
Looking for some help. I have a mezzanine structure that has an in-plant office structure on the top of the deck system, approximately 12'-6" to deck surface plus a 10'-0 office module wall. The stucture is inside an airplane hanger for the military. ASCE 7-05 calls for a wind speed of 130 mph, near the Gulf Coast water of course. I want to check the mezzanine structure as well as the construction of the office module but I know the structure is used for an office, it's pretty much sheltered from the wind becasue it's inside but when the hanger door is opened what should I be using for the wind load on the walls of the office & mezzanine steel. I need to check the structural mezzanine columns but it doesn't seem practical to calculate a partial enclosed structure exposure "B" with 130 mph in a hanger when the door is opened. Any suggestions or maybe a reference. There is an inplant office below but not attached to the mezzanine structure.