I have a building with a footprint of 170 x 130 by 400 ft tall. V = 105 mpf, I = 1.0, Exposure "B"
The wind load program I use gives me a components and cladding corner design pressure of 70 psf and a non- corner pressure of 38 psf
My task is to design curtain wall support members near the...
Section 1607.13 of IBC recommends 5 psf design pressure for interior walls.
that seems low to me - does anyone know of another recommendation or use anything higher?
Specifically I am designing interior storefront mullions - sometimes in schools or public buildings
Section 1607.13 of IBC recommends 5 psf design pressure for interior walls.
that seems low to me - does anyone know of another recommendation or use anything higher?
Specifically I am designing interior storefront mullions - sometimes in schools or public buildings
