This is NOT a flat slab, and therefore, the structural system you just created in wrong. You cannot add drop panels to the beams-supported slabs. Even using "floor loads" for such kind of slabs is incorrect. Please consider reviewing.
How the drops are connected to the columns and main slab and how to eleminate so many warnings and notes from the ouput. This is not discussed during your video lecture . Kindly clarify .Thank you.
THE PLATES DO NOT TAKE FLOOR LOADS. YOU CAN CHECK THE ANALYSIS BY GIVING COMMAND : perform analysis and print all. and include PRINT CG, PRINT SUPPORT REACTION. this will give you the results : structure load, applied dead and applied live......Pl recheck . All what what you have explained is wrong.
If you please send me your email, i shall send you my way of applying loads and seismic equations for analysis. thanks with regards and how will the drops be connected with the columns and the main slab.
Thank you very much sir
Most welcome
Great information. Thankyou
Is it possible to use advanced concrete for flat slab ? cause when I open advanced concrete is says (missing beams)
Yes it is possible you can design without beams also
I really love and appreciate this. thank you very much!
How to apply wall load on flat slab?. You have not considered. You have not considered seismic loads also.
Watch another video in this example i was taken only framed model
Very well explained
Thanks for liking
This is NOT a flat slab, and therefore, the structural system you just created in wrong. You cannot add drop panels to the beams-supported slabs. Even using "floor loads" for such kind of slabs is incorrect. Please consider reviewing.
You need to remove all horizontal beams, and also change the "floor load" to "plate load" to correct everything.
Can we find bent up bar length in stadd pro
I think staad will not recommend bent up bars for beam it replaces with Additional bars
U are my project savior man ... kudos to ua work!
Thank you 🙏🏻
Nice video.
if you please speak a bit slow and that will impart knowledge perfectly. Regards
Definitely I will 👍🏻
Would u please upload dynamic response of flat slab using ETABS
Definitely Ramu as soon possible 👍🏻
@@civilengineeringbyshravan9596 so nice of u
Bro Before Designing G+3 Building what things should be know can you please tell me
How the drops are connected to the columns and main slab and how to eleminate so many warnings and notes from the ouput. This is not discussed during your video lecture . Kindly clarify .Thank you.
To Eliminate Warnings, use meshing for plate and add dummy members so that your loads in flat slab will distribute properly to column
How about reinforcement for flat slab?
WARNINGS IN DESIGN. PLEASE MAKE A VIDEO ON HOW TO SOLVE STAAD WARNINGS.
Please explain footings design for this
THE PLATES DO NOT TAKE FLOOR LOADS. YOU CAN CHECK THE ANALYSIS BY GIVING COMMAND : perform analysis and print all. and include PRINT CG, PRINT SUPPORT REACTION.
this will give you the results : structure load, applied dead and applied live......Pl recheck . All what what you have explained is wrong.
I agree with you
Why there are so many warnings and notes after the analysis. Can you address on that?
because the model its all wrong
How to define column size
raft design karo bhai kindly
If you please send me your email, i shall send you my way of applying loads and seismic equations for analysis. thanks with regards
and how will the drops be connected with the columns and the main slab.
issacsamuel502@gmail.com