jechols
Structural
- Jan 21, 2004
- 109
Hi all,
Does anyone have a copy of the SBC from the 60's or early 70's? I am analyzing a balcony/gallery and it does not work for 60 psf live load. I was trying determine if a smaller live load was required 35 years ago for a balcony.
Any input would be appreciated!
J
Does anyone have a copy of the SBC from the 60's or early 70's? I am analyzing a balcony/gallery and it does not work for 60 psf live load. I was trying determine if a smaller live load was required 35 years ago for a balcony.
Any input would be appreciated!
J