Continuous RC nib 150mm wide is supporting hollow core slabs. The design is passing for nib height 200mm and given rebar and ultimate loads.
In order to make work easier the contractor increased the nib height to 400mm, to make the bottom level of the nib equal to bottom level of the beam. Even...
Dear all
During Tender process Contractor provided discount on overall amount of works in BoQ.
In BOq summary contingency is provided 9%.
My question is:
For new unit rates paid according to detailed breakdown submitted (market prices), should we apply discount given to overall sum in Contract...
I need some advice regarding design of bracket main plate. I need some guidance how to check this plate for moment resistance around major axis with respect to buckling (BS EC3 preferred).
I was reading several sources but I am not sure in this. Example showing something similar will be helpful...
Hi...
If we have 10 floor building with in-situ post-tension slabs with bonding tendons.
I am wondering about typical schedule of construction for these floors.
I am clear for steps in case of one slab, but I am not sure about passing to the next floor.
Could we do concreting of the 2nd floor...
