mats12
Geotechnical
- Dec 17, 2016
- 181
Hi, Im reinforcin a RC slab (200 mm thick). Since shear forces are still larger than slab shar capacity, I have to add shear rebars.
Blue line in the picture is a virtual crack line - so no matter which option I choose, shear reinforcement (rebars) has to cross this line.
I like 2nd option better but option one is much easier to make since I have only 200 mm between walls.
Which option would you suggest based on your experience and why?
Blue line in the picture is a virtual crack line - so no matter which option I choose, shear reinforcement (rebars) has to cross this line.
I like 2nd option better but option one is much easier to make since I have only 200 mm between walls.
Which option would you suggest based on your experience and why?
