WAFFLE SLAB DESIGN IN ETABS & DETAILS IN EXCEL

[@civilEngineering1145]

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,

[@honguyenthanhphi5544]

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.

[@hamxasheikh7384]

very informative and helpful .Thanks for sharing..

[@yazan8876]

Can you share the Excel sheet ??? god blessings

[@engrgep]

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

[@mohammedabdulsami3774]

Please post video on design and detailing of flat slab

[@mohamedag8366]

can you share the excel sheet ? thank you sire

[@majeedcapital1669]

How will check for beam and slab reinforcement .please clarify

[@stephenwesly4949]

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...

[@faizannawaz5982]

tqsm bhai for providing xcel sheets

[@sagurkhan5795]

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

[@Decodebd]

Walaikum as Salam. Thanks for your complement & welcome.

[@roshanprajapati4719]

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

[@Decodebd]

No need

[@engr.mohammadhasanali7759]

Jajhakallah Brother. Very much helpfull.

[@vico7547]

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

[@alejandrocastelo9643]

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

[@Decodebd]

English please

[@BA-gp7sr]

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

[@bari198810]

HI THANKS FOR SHARING THE IMPORTANT DATA

[@Decodebd]

Welcome

[@arifarif1857]

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

[@Sreelekshmi_Yuva_Nikhil]

How to design grid slab in etabs??

[@alikaramet2892]

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

[@TarikulIslam-tr8de]

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

[@Decodebd]

Thanks for your complement & welcome.

[@alihadi6309]

thank you , very much helpfull

[@nima_armin]

very helpful.thank you.

[@annaayaz8664]

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?

[@Decodebd]

This is foundation depth. To provide column height upto plinth beam from foundation we need to provide this height.

[@annaayaz8664]

@@Decodebd Does this height increase or decrease according to the increase or decrease in span length?

[@Decodebd]

This height depends on the foundation depth. From plinth beam to footing level. Span length is not a fact here.

[@annaayaz8664]

Thanks alott

[@alikarim7027]

thank you to much

[@LWMiraz]

Sir make a tutorial for flat plate slab

[@Decodebd]

in sha Allah

[@alejandrocastelo9643]

punching review?

[@mohammedhassain434]

hdhdh