IJR
Structural
- Dec 23, 2000
- 774
Pals
ACI 360R-06 section 10.3.3 determines moment capacities of slabs as positive and negative where positive means tension at the top.
These expressions are valid I guess for plain concrete.
What if I have steel at the bottom or top?
respects
ijr
ACI 360R-06 section 10.3.3 determines moment capacities of slabs as positive and negative where positive means tension at the top.
These expressions are valid I guess for plain concrete.
What if I have steel at the bottom or top?
respects
ijr