dik
Structural
- Apr 13, 2001
- 26,037
I usually spec 2-1/2" conc for treads and landings on steel stairs. This seems to be standard practice in these environs.
Part of my current work is reviewing steel construction for a metal fabricator. I've just received steel stairs with 1-1/2" concrete topping for both the landings and the treads, and I think this is too thin. Is there any reference out there that recommends a minimum thickness?
To make matters more interesting, the tread span is 50" (so it's wider than normal) so more prone to vibration from people 'bouncing' down stairs.
Rather than think climate change and the corona virus as science, think of it as the wrath of God. Feel any better?
-Dik
Part of my current work is reviewing steel construction for a metal fabricator. I've just received steel stairs with 1-1/2" concrete topping for both the landings and the treads, and I think this is too thin. Is there any reference out there that recommends a minimum thickness?
To make matters more interesting, the tread span is 50" (so it's wider than normal) so more prone to vibration from people 'bouncing' down stairs.
Rather than think climate change and the corona virus as science, think of it as the wrath of God. Feel any better?
-Dik