lutein
Structural
- Apr 24, 2002
- 136
I am working on a renovation project on a 1969 building. It is a 2 way flat slab structure. The Record Drawing's General Notes specify "SEMI-Lightweight" concrete for the slab with 4000 psi strength.
Questions:
1. What is the unit weight of "SEMI"-lightweight concrete?
2. What kind of reduction for shear (lambda factor in ACI) for "SEMI"-lightweight concrete?
Your help would be very much appreciated.
Thanks.
Questions:
1. What is the unit weight of "SEMI"-lightweight concrete?
2. What kind of reduction for shear (lambda factor in ACI) for "SEMI"-lightweight concrete?
Your help would be very much appreciated.
Thanks.