wngadam
Structural
- Feb 7, 2005
- 6
We are designing a multi-story residential unit development and our client wishes to use precast concrete walls for the basement inlieu of cast in situ walls. The precast panels will be cast on site. Does anyone know of standard joint details for walls/ walls to footings, bearing in mind the walls will be subject to a 15 foot head of water pressure?
Any comments would be greatly appreciated
Any comments would be greatly appreciated