Three Storied Building Modeling (Part-3) in Etabs,Robot,Prota,Tekla SD,Staad Pro

[@azmat_waseem]

Asak Brother..... Very informative.... Keep it up.... Shukran.....

[@Decodebd]

WS....Jajak Allah.

[@Engbinsalah]

So, what would you conclude from this comparison Can please give pros and cons to all these software, so engineers may change their minds to use new tools

[@dawiteshete7276]

“It’s not about how much we give but how much love we put into giving.” -Mother Teresa , God bless you brother

[@Decodebd]

Thanks for such great reminder dear.

[@tanviraraf]

great tutorials

[@douglassinkololwe3982]

Will keep thanking you. Please make it all the way up to detailing

[@aminali6435]

thank so much engineer, i have one question, in the last roof, should we remove the slab as we remove in AutoCAD as we followed the architecture drawing ?

[@abhisheksen325]

Excellent work sir. I request you to please make a video about shearwall load calculation for lift. Thank you

[@santosh7066]

Thanks..😊 for teaching

[@Decodebd]

Wc

[@georgealhassan536]

thanks a lot for this video

[@Decodebd]

You are most welcome

[@anilkumarhm1175]

Thanks so much sir

[@RekkePukka]

Thanks alot sir... 😊😊😊😊 Please make it upto the detailing

[@Decodebd]

Wc. Will do in sha Allah.

[@ivancuaurel1117]

Thank you !!

[@Decodebd]

Wc

[@nabajyotisarkar7418]

Please at end design slab Great work sir keep it up God bless you for Shearing it .

[@Decodebd]

Slab design done, check previous tutorials.

[@danieldabatyough2807]

Thank you for this wonderful course.

[@Decodebd]

Wc

[@md.giasuddinchowdhury5196]

What sort of support (like fixed or hinged) we should use for a Concrete frame building (with reference please).

[@Decodebd]

It will be fixed as the columns get fixity from the foundation below ground level.

[@md.giasuddinchowdhury5196]

@@Decodebd Jajakalla Kair.

[@md.giasuddinchowdhury5196]

@@Decodebd I've one more confusion concerning use of membrane/shell Thin/Shell Thick Slab. When, which on we should use? Please reference sheet if you have and don't get bother.

[@Decodebd]

Just google it, you will find literature from csi also. It has some detailed discussion.

[@md.giasuddinchowdhury5196]

@@Decodebd If possible please make a video on this topic.

[@thualfiqar87]

Thank you so much but please try to mention at what time starts every program

[@yalewgetahun2612]

i am following ur tutor it is best for me till now. but i need one video about dual system bcse i am confusing how to model that frame take atleast 25% of base shear and the remaining is by shear wall. how to model by considering this?

[@dickwong7480]

Is the Qr in load combination "1.2G+1.5Q+1.5Qr" imposed service?

[@Decodebd]

Qr means- Roof Live load.

[@dickwong7480]

@@Decodebd Thank you Sir! What is the service in Imposed load meant by?

[@azmat_waseem]

Brother one question... Why dont you go for columns offset (as it will be more practical structure)???

[@Decodebd]

To save time & to make similar modeling in all programs.

[@reshad.h]

What is column offset?

[@amosolabode3032]

Please sir can you help me with the excel spreadsheet you used in calculating wall load.. Thank you sir

[@m.shaihanayub7179]

Thanks a lot. Plz apply earthquake loads in RSA as per UBC 97. I have some ambiguities about that.

[@myworldmyway7231]

Sir plaster load?

[@sandeshrajdhungel979]

sir please provide a tutorial on diagonal struct for modeling infill wall?

[@santosh7066]

Wind load & earthquake analysis dikhaye na sirji..🙏

[@Decodebd]

For 3 storied building we are not applying lateral loads. You can check other tutorials for related programs which were uploaded before for showing lateral loads application.

[@santosh7066]

@@Decodebd ok sir thanks for guidance

[@Decodebd]

Wc

[@md.rajibahmad6479]

Sir, apnar sathe kichu bisoye kotha blte chai, facebook e inbox korechi, somoy pele knock korben...