WAFFLE SLAB DESIGN IN ETABS & DETAILS IN EXCEL 

thanks for your efforts, i have a comments, when you checked the deflection, the stiffness for all members should be in services not factored, and before designing the slab, you should check the dimensions of the drops with comparing design shear and Vmax,

very informative and helpful .Thanks for sharing..

can you share the excel sheet ? thank you sire

Jajhakallah Brother. Very much helpfull.

Assalamoalikum Sir.... Outstanding effort... my notion is cleared now.. thanks a bunch

tqsm bhai for providing xcel sheets

Please post video on design and detailing of flat slab

Thanks a lot, bro. The waffle slab is new in Viet Nam. I really want to research more about it. Where should I start? Which book or documentation should I read? May you help me with a suggestion? Thanks again.

Please can you show how to do combined footing in Tekla or Prota

Very much informative and helpful. Thanks a lot bro for helping these ways to increase the knowledge depth :)

Have tried to model the ribs as beam element and not as a slab element? Different approach different outcome...

thank you , very much helpfull

Hi sir thanks for sharing.. I have a doubt..wat is the maximum span between column..any codal reference and limitations.. for flat slab, PT slab,rib slab, waffle slab...

very helpful.thank you.

HI THANKS FOR SHARING THE IMPORTANT DATA

How will check for beam and slab reinforcement .please clarify

Can you share the Excel sheet ??? god blessings

Very useful video sir really thankful to you!!! I have a querry What if there was no column inside ? is a drop needed?

Sir, can you share the autocad detailing of waffle slab?

Hello I want to ask how can I estimate the Dead load of a waffle slab

thank you to much

sir i need complete design video for flat slab. Kindly share

How to design grid slab in etabs??

disculpe, no era necesario asignar restricciones en los nudos de la base?

Sir make a tutorial for flat plate slab

Kindly help me out on the below queries Is there any rule for providing the base story height and plinth beam dimensions, like on what basis you have provided the grade beam dimensions and base story height as 6'? Is it necessary to provide base story?

punching review?

hdhdh