Lutfi
Structural
- Oct 20, 2002
- 1,035
I have few questions regarding Tilt-ups sine I only do them every few years:
1. I am used to leaving a slab trip edge at the perimeter wit ha slope of 2:1 to keep soil stabilize soil. Is this technique still in use?
2. I will ask specialty engineer to design the panels, their connections, lifting for wind load, gravity load and shear (the panels will act as shear walls). Is this still common practice?
3. I have used a master section in the past. Are there any good sites for an up to date section 03470?
Your input would be appreciated.
1. I am used to leaving a slab trip edge at the perimeter wit ha slope of 2:1 to keep soil stabilize soil. Is this technique still in use?
2. I will ask specialty engineer to design the panels, their connections, lifting for wind load, gravity load and shear (the panels will act as shear walls). Is this still common practice?
3. I have used a master section in the past. Are there any good sites for an up to date section 03470?
Your input would be appreciated.