Ground slab previously 150mm thk with ground beam 1000mm depth but now replaced with 450mm mm flat slab.
If pile cap depth is 1800mm then pile cap depth below flat slab will be 1800-450=1350mm.
Would like to know how is orientation of rebar for S2(refer to photo attached). Is that OK if contractor install column starter bars 12H40 (stump main bar is 20H40) start at bottom of pile cap?
If pile cap depth is 1800mm then pile cap depth below flat slab will be 1800-450=1350mm.
Would like to know how is orientation of rebar for S2(refer to photo attached). Is that OK if contractor install column starter bars 12H40 (stump main bar is 20H40) start at bottom of pile cap?
