JAE
Structural
- Jun 27, 2000
- 15,567
The whole of Appendix D in ACI 318-05, indicates capacities for multiple failure modes in tension ([φ]Nn and [φ]Vn).
They even offer an interaction equation when you have both tension and shear.
Fine.
But what would be the proper calculation to use if you had shear in two directions (Vux and Vuy)?
Do you calculate a [φ]Vnx and then a [φ]Vny and then add this to the interaction equation D-31?
In other words:
As ACI published it:
Nua / [φ]Nn + Vua / [φ]Vn < 1.2
As I would suggest:
Nua / [φ]Nn + Vuax / [φ]Vnx + Vuay / [φ]Vny < 1.2
Does this make sense? ACI says nothing about x and y shear - it seems to assume that you will only have one shear direction.
They even offer an interaction equation when you have both tension and shear.
Fine.
But what would be the proper calculation to use if you had shear in two directions (Vux and Vuy)?
Do you calculate a [φ]Vnx and then a [φ]Vny and then add this to the interaction equation D-31?
In other words:
As ACI published it:
Nua / [φ]Nn + Vua / [φ]Vn < 1.2
As I would suggest:
Nua / [φ]Nn + Vuax / [φ]Vnx + Vuay / [φ]Vny < 1.2
Does this make sense? ACI says nothing about x and y shear - it seems to assume that you will only have one shear direction.