@@apj1361 Yes total of 80 tutorials will cover almost every basic to advanced design techniques involving use of autocad, revit, excel wherever necessary to use alongside with etabs .
@@shalinimundra3042 Try this, keep same model and design on ACI and match with my values, if same then the model is okay . And you are good to use any code . The main thing is, model should be okay.
Watch "How to design flat plate slab in Etabs Tutorial - Detailing in Autocad"
The flat plate design video helped alot in learning RCC slab design
Sir, can you make tutorial how to check Chord and Collector reinforcement in etabs..thanks you
@@aldiputra9236 yes sure.
well, you are the only one i saw who know how to change rebar material before designing, so well done.
JAZAKALLAH , beauty of your channel is that you used ACI codes with FPS system, thanks alot brother
Thank you for sharing valuable knowledge to all. Please do a complete high rise building design if possible Sir..🙏
Yes it is included in this course . Maybe tutorial 30th will be on that
@@EngineeringLearningPlatform Is this tutorial course enough to understand and complete design of RCC structures...?
@@apj1361 Yes total of 80 tutorials will cover almost every basic to advanced design techniques involving use of autocad, revit, excel wherever necessary to use alongside with etabs .
8
Hello teacher, can you share the Excel spreadsheet?
@@zhiwang6885 it's there in description
In L/240 L is the length of bay only?
Yes the shorter bay .
thanku for sharing knowlege. pl upload flatslab design in etabs as per is code.
I think you have inserted wrong cx and cy value in excel sheeet correct me If I am wrong .
as per plan cx would be 900 and cy 300
Sir u have used ACI code what if Indian codes we used the values we get different? Or we can use the same
Actually the point is that the basics remain same for all codes . Load combinations slightly vary and design parameters .
Engineering Learning Platform values vary if I use Indian code
@@shalinimundra3042 By how much.
@@shalinimundra3042 Try this, keep same model and design on ACI and match with my values, if same then the model is okay . And you are good to use any code . The main thing is, model should be okay.
@@EngineeringLearningPlatform Sir u have used ACI code what if English codes we used the values we get different? Or we can use the same
ples make tutorial in irregular column lay out
Yes it is included in the syllabus list
@@EngineeringLearningPlatform can u explain about deflection limit again .
@@frsaj7396 frsaj yes, in fesign office for long term deflection we use L/240 for slabs . Even for slab on beams as it is conservative (practically).
Thank you for that great explanation, could you please share spreadsheet also
Yes i'll upload in a while, today.
@@EngineeringLearningPlatform thank you sir
It was very helpful & informative.would you please share a video for pick up slab design.
Pickup slab?
yes, transfer slab
Sure
@@faribasalimi9397 have you done transfer slab???
Deflection limit is .6” what does it mean? Max. Deflection should be less than 0.6”?
ofcourse
I want tutorial in English code
brother ,,can u share excel file? By mail?
You are using 72” column strips not 36”. You need to correct this. Good videos by the way.
It's same if you do that way output is no different
too fast
Sir u have used ACI code what if English codes we used the values we get different? Or we can use the same
Different