Hi sir/ madam, i am designing the RCC pedestal/column with pinned condition steel column over it. Now the problem is while doing RC Pedestal slenderness ratio check (ACI CODE) by default it considers end condition as braced (Non sway). I want help to…

An error is showing while updating the column design in RCDC as shown below. please provide the solution .

Hi, I have been trying to validate my RC slab design as per IS 456:2000 using RCDC software. While checking i found following issues in RCDC:- Design moment & shear are on higher side - As per IS 456:2000, effective span of slab (calculated as…

I have a issue to design the rcc slope beam in rcdc because beam level is varying +8.5 m to 9 m and either i select +8.5 m level or 9.0 m level, rcc slope beam is not shown in rcdc . please advice how to design the inclined beam which level varying in…