Watch "How to design flat plate slab in Etabs Tutorial - Detailing in Autocad"
@theprobattleknight4185
5 жыл бұрын
The flat plate design video helped alot in learning RCC slab design
@aldiputra9236
2 жыл бұрын
Sir, can you make tutorial how to check Chord and Collector reinforcement in etabs..thanks you
@EngineeringLearningPlatform
2 жыл бұрын
@@aldiputra9236 yes sure.
@aadityastechworld5959
Жыл бұрын
well, you are the only one i saw who know how to change rebar material before designing, so well done.
@skillhnter1303
Жыл бұрын
JAZAKALLAH , beauty of your channel is that you used ACI codes with FPS system, thanks alot brother
@apj1361
5 жыл бұрын
Thank you for sharing valuable knowledge to all. Please do a complete high rise building design if possible Sir..🙏
@EngineeringLearningPlatform
5 жыл бұрын
Yes it is included in this course . Maybe tutorial 30th will be on that
@apj1361
5 жыл бұрын
@@EngineeringLearningPlatform Is this tutorial course enough to understand and complete design of RCC structures...?
@EngineeringLearningPlatform
5 жыл бұрын
@@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 .
@taylanaltunkaynak2789
5 жыл бұрын
8
@vidyab297
2 жыл бұрын
thanku for sharing knowlege. pl upload flatslab design in etabs as per is code.
@faribasalimi9397
5 жыл бұрын
It was very helpful & informative.would you please share a video for pick up slab design.
@EngineeringLearningPlatform
5 жыл бұрын
Pickup slab?
@faribasalimi9397
5 жыл бұрын
yes, transfer slab
@EngineeringLearningPlatform
5 жыл бұрын
Sure
@ashaddesigner
Жыл бұрын
@@faribasalimi9397 have you done transfer slab???
@alinageeb5186
2 жыл бұрын
Sir u have used ACI code what if English codes we used the values we get different? Or we can use the same
@EngineeringLearningPlatform
2 жыл бұрын
Different
@sarwarsadiq1393
5 жыл бұрын
Thank you for that great explanation, could you please share spreadsheet also
@EngineeringLearningPlatform
5 жыл бұрын
Yes i'll upload in a while, today.
@sarwarsadiq1393
5 жыл бұрын
@@EngineeringLearningPlatform thank you sir
@frsaj7396
5 жыл бұрын
ples make tutorial in irregular column lay out
@EngineeringLearningPlatform
5 жыл бұрын
Yes it is included in the syllabus list
@frsaj7396
5 жыл бұрын
@@EngineeringLearningPlatform can u explain about deflection limit again .
@EngineeringLearningPlatform
5 жыл бұрын
@@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).
@shalinimundra3042
4 жыл бұрын
In L/240 L is the length of bay only?
@EngineeringLearningPlatform
4 жыл бұрын
Yes the shorter bay .
@heshamtuwair5956
3 жыл бұрын
You are using 72” column strips not 36”. You need to correct this. Good videos by the way.
@EngineeringLearningPlatform
3 жыл бұрын
It's same if you do that way output is no different
@shalinimundra3042
4 жыл бұрын
Deflection limit is .6” what does it mean? Max. Deflection should be less than 0.6”?
@EngineeringLearningPlatform
4 жыл бұрын
ofcourse
@alinageeb5186
2 жыл бұрын
I want tutorial in English code
@ishworsinghsaud6378
4 жыл бұрын
brother ,,can u share excel file? By mail?
@tricksbd4773
3 жыл бұрын
too fast
@shalinimundra3042
4 жыл бұрын
Sir u have used ACI code what if Indian codes we used the values we get different? Or we can use the same
@EngineeringLearningPlatform
4 жыл бұрын
Actually the point is that the basics remain same for all codes . Load combinations slightly vary and design parameters .
@shalinimundra3042
4 жыл бұрын
Engineering Learning Platform values vary if I use Indian code
@EngineeringLearningPlatform
4 жыл бұрын
@@shalinimundra3042 By how much.
@EngineeringLearningPlatform
4 жыл бұрын
@@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.
@alinageeb5186
2 жыл бұрын
@@EngineeringLearningPlatform Sir u have used ACI code what if English codes we used the values we get different? Or we can use the same
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