I have a flat slab with irregular supports. I want the reinforcement to follow the global x & y direction instead of principal moment direction.
So I am thinking having design strips passing each support but I find it very hard to arrange the design strips. Can anyone share your thoughts or if...
I am designing a 4 meters deep basement using 600mm Dia cantilever bored piers. The soil profiles from the soil report are as below.
My question is, do I assume Clayey Clay, EW Basalt and HW Basalt to be cohesive considering there are Cu value provided? If so, what is the wall friction...
Below is the sketch of an extension on the existing first floor. new steel columns will be used as shown and go from footing through the existing slab and support multiple new floor above.
The details of the existing floor is unknown (thickness roughly from 200-300mm). What do you suggest for...
There is a two storey structure. First floor is concrete slab and the roof is steel.
Below is the layout of steel roof. red rectangular section means 300x1000 concrete columns from first floor while cyan lines mean steel roof beam on top of concrete columns. purlins run in horiztonal direction...
