Flat slab Building design by Staad pro V8i Software

In this Video lecture you are able to learn about Flat Slab Building design by Staad pro V8i Software.
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[@shobhamavi1850]

Thank you very much sir

[@civilengineeringbyshravan9596]

Most welcome

[@willymagtibay]

I really love and appreciate this. thank you very much!

[@nasersawood6451]

Great information. Thankyou

[@ibeammetal1375]

Is it possible to use advanced concrete for flat slab ? cause when I open advanced concrete is says (missing beams)

[@civilengineeringbyshravan9596]

Yes it is possible you can design without beams also

[@aamirkhan3710]

Very well explained

[@civilengineeringbyshravan9596]

Thanks for liking

[@AliSultan-k2k]

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.

[@AliSultan-k2k]

You need to remove all horizontal beams, and also change the "floor load" to "plate load" to correct everything.

[@msiddiqbhatti7059]

Nice video.
if you please speak a bit slow and that will impart knowledge perfectly. Regards

[@civilengineeringbyshravan9596]

Definitely I will 👍🏻

[@jaisuryaprakashreddy8357]

U are my project savior man ... kudos to ua work!

[@civilengineeringbyshravan9596]

Thank you 🙏🏻

[@nikhiltotawar1853]

Bro Before Designing G+3 Building what things should be know can you please tell me

[@AtulEngineer]

How to apply wall load on flat slab?. You have not considered. You have not considered seismic loads also.

[@civilengineeringbyshravan9596]

Watch another video in this example i was taken only framed model

[@MohanYadav-eg7fn]

Can we find bent up bar length in stadd pro

[@feelit.9890]

I think staad will not recommend bent up bars for beam it replaces with Additional bars

[@ramuramu3967]

Would u please upload dynamic response of flat slab using ETABS

[@civilengineeringbyshravan9596]

Definitely Ramu as soon possible 👍🏻

[@ramuramu3967]

@@civilengineeringbyshravan9596 so nice of u

[@nurulfatinaina7216]

How about reinforcement for flat slab?

[@farazahmed8917]

raft design karo bhai kindly

[@srdesign7208]

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.

[@_alex07_]

To Eliminate Warnings, use meshing for plate and add dummy members so that your loads in flat slab will distribute properly to column

[@santhoshmuluka8269]

Please explain footings design for this

[@unknownspotter2275]

WARNINGS IN DESIGN. PLEASE MAKE A VIDEO ON HOW TO SOLVE STAAD WARNINGS.

[@nagarajuyallavula6870]

How to define column size

[@msiddiqbhatti7059]

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.

[@_alex07_]

I agree with you

[@ruehaxo]

Why there are so many warnings and notes after the analysis. Can you address on that?

[@Augusto5191]

because the model its all wrong

[@msiddiqbhatti7059]

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.

[@issacsamuel8004]

[e-mail]