arawinda
Structural
- Aug 20, 2015
- 27
Image shows that partially cut concrete surface in a bath room for inserting gully box, which could not be placed during concreting. There is 10mm tor steel bar (hogging steel for slab over beam), which is @175mm C/C. Imagine gully box location cannot be moved and steel bar should have to been cut.
Does cutting this bar affect the strength?
What do you recommend for keeping the gully box at the place while not affecting the strength of slab.
Does cutting this bar affect the strength?
What do you recommend for keeping the gully box at the place while not affecting the strength of slab.