steve1
Structural
- Jul 25, 2001
- 261
I am reviewing an existing turbine hall roof for new loads. The roof construction consists of a concrete deck spanning between purlins that span to trusses. I have the original design drawings, dated March 5, 1930. The concrete deck is 3.5 inches thick and is reinforced with "3-13-125 Mesh Steelcrete". Anyone have any idea or references for this product?