Ask Experts Questions for FREE Help !
Ask
    bill.munro's Avatar
    bill.munro Posts: 1, Reputation: 1
    New Member
     
    #1

    Feb 15, 2011, 04:46 AM
    Wind Load Comparison of Curtain Wall
    Based upon 35 PSF for 30 days period.

    Curtain wall "A" Single span with 11" + or Minus steel mullions is 3'8" wide X 23'-10" high each section with 2 intermediate horizontals.

    Curtain wall "B" is triple span with the same 11" mullion but is 7'-10" Center to center of the vertical mullions X 23'-10" high each section. CW "B" has two horizontal mullions that butt to a second floor slab and third floor slab.

    Question: Can Curtain Wall "B" have the floor slabs cut back to prepare for new Curtain Wall essentially making CW"B" single span for a period of 30 days? The difference between CW "A" and "B" is about half the width center line to center line. Mullions are identical in both curtain walls.

Check out some similar questions!

What is the best way to attach curtain rods to a plaster wall? [ 2 Answers ]

I am not sure if this wall is lathe and plaster or if it is plaster over brick. It is an old building (circa 1920) so it could be anything.

How to convert wind speed to wind load [ 0 Answers ]

How to convert wind speed to wind load

Wind Load [ 1 Answers ]

Can someone please tell me how to calculate the wind load for a sign that is going in at my Dad' office. I don't have a copy of the International Building Code, or ASCE 7.02. The sign is 7' x 2', with 4 4"x6"'s that will hold up the sign in 2' concrete. The sign itself is 14 ft^2, and I came up...

Wind load [ 1 Answers ]

How can I calculate wind load on anchor bolts for chain link fence posts? Then, how to calculate same load if posts are anchored and buried in 30" of concrete?


View more questions Search
 

Question Tools Search this Question
Search this Question:

Advanced Search

Add your answer here.