RockEngineer
Structural
- May 29, 2002
- 267
Does anyone have a good reference for cinderblock design and details including reinforcing, door and window lentils, etc for high seismic areas. I usually tend toward poured concrete but I have some customers who really want a block foundation. I know they are used a lot in low seismic areas but I don't see many of them in high seismic areas because of the reinforcing and grouting requirements.
Thanks.![[reading] [reading] [reading]](/data/assets/smilies/reading.gif)
Thanks.
![[reading] [reading] [reading]](/data/assets/smilies/reading.gif)