Anaximandar
Structural
- Jul 21, 2006
- 13
Does anyone have an example of plain concrete wall footing design? I was going through ACI 318-05 and it doesn't seem that min. reinf. provision applies to footings. If my footing is 12" thick and 24" wide with 12" pier on top - shouldn't arch effect create compression and nearly eliminate tension at bottom allowing design for bending without reinforcement? I know I still have to put longitudinal reinf. bar at least at top of pier and bottom of footing. What about temperature and shrinkage reinf?
Thanks
Thanks