byoung8708
Structural
- Jan 26, 2006
- 4
I have always used 100 psf live load for running tracks (in a gymnasium). However, ASCE 7 specifies 60 psf for walkways and elevated platforms. It also specifies 100 psf for gym balconies and dance floors (the most similar items I could find to running track). Which of these loads is correct?