Slab design with Staad RCDC. All about slab design in Staad RCDC.

[@muthushanmugam]

EXCELLENT VERY MUCH USEFUL

[@shivaprasadnayak9186]

Self weight of slab is automatically calculated in RCDC. No need to add as imposed load. Dead load of slab is automatically added to design depending on slab thickness assuming density of 25kN/m2.

[@niinuetey9878]

bro. can you please do a tutorial on cantilever slab without beams. i am having great problems with it since the rods are not coming from behind the supporting beams

[@ridwantician]

OK I'll. However, it isn't as difficult. In staad pro, you can just create a beam around the slab. Then you place the slab. When you're done, you'll delete the unnecessary beams and turn it to a cantilever.

[@niinuetey9878]

@@ridwantician I will be happy if you help with a video tutorial. Thank you sir

[@michaelacheampong2869]

Can u pls clarify the 4.6Kn/m2 in the '"Imposed Load " Column.Is the whole 4.6Kn/m2 additional dead load or it includes the selfweight ?? Since The selfweight of the slab is automatically calculated so that '"Imposed Load " Column in the RCDC is supposed to take care of additional dead load i.e. Partitions and Finishes so if u assumed partitions to be 1.5Kn/m2 and Finishes depending on thickness of your screed and tiles say 1.2 -1.8Kn/m2 so meaning additional dead load = 2.7 to 3.3Kn/m2.