many thanks i think u cleared all points related to diaphragm
@design_skill14 күн бұрын
You're most welcome
@RohitSingh-xb8ic22 күн бұрын
This is as per which code ??
@RohitSingh-xb8ic23 күн бұрын
Which software??
@sunnydays438927 күн бұрын
Good lecture
@design_skill27 күн бұрын
Keep watching
@user-mn5hf6cp3xАй бұрын
is there any difference between SLAB & Diaphragm?
@design_skillАй бұрын
Yes
@rathodpavan1775Ай бұрын
Well explained sir ❤
@sunnydays43892 ай бұрын
Good lecture
@fadyabdelhamid72992 ай бұрын
THANKS
@design_skill2 ай бұрын
You're welcome!
@mahmoodali49872 ай бұрын
Please upload part-3
@design_skill2 ай бұрын
OK SURE WE WILL UPLOAD SOON
@user-hm2gb6pm6b3 ай бұрын
You have not solved any problem ?
@design_skill3 ай бұрын
kzfaq.info/get/bejne/fLCAf5Cd2r6Zipc.html
@pravinvaishnav27583 ай бұрын
Sir please upload part-3 also
@design_skill3 ай бұрын
sure we will upload
@MMJ5013 ай бұрын
amazing lesson!
@design_skill3 ай бұрын
Thanks! 😃
@SannyKaushal-yo7go3 ай бұрын
Good 😊
@SannyKaushal-yo7go3 ай бұрын
Nice 😂
@mec0074 ай бұрын
Hola, excelente explicación me a servido de mucho. Otra cosa, en 15:00 el Etabs que yo utilizo no me muestra la rigidez lateral del nivel para el sismo espectral, raro que no me muestre esos datos, por lo que lo he obtinido de: Story Response Plot. Y otro asunto, respecto a los momentos de inercia de vigas y columnas, haz utilizado inercias efectivas o inercias gruesas en tu modelo? Saludos.
@parag278655 ай бұрын
Sir can Google stechup file can be imported to etabs using IFC files for steel design in curces
@bnks56935 ай бұрын
Fantastic Sir
@design_skill5 ай бұрын
Thanks
@shareqinamdar89035 ай бұрын
Sa/g = 2.5 for Av for buildings and other structures
@aldiputra92365 ай бұрын
How to change global axis in etabs if my building have angle shape position?? Because if I assign seismic load the deformation can’t follow x and y structure but they follow global axis
@josonelinor.70657 ай бұрын
My RCDC can design the beams of my building, but if I choose columns and walls it will close directly. Please help me what is wrong
@PersonalDevelopment-nf8pu5 ай бұрын
Same problem have you found answer?
@josonelinor.70655 ай бұрын
@@PersonalDevelopment-nf8puthe height of the column matters. What is the height of yours?
@PersonalDevelopment-nf8pu5 ай бұрын
3m only
@wns12127 ай бұрын
Well explained... looking forward to more learnings from your channel
@design_skill7 ай бұрын
Thanks and welcome
@user-sj4ip8lv7y9 ай бұрын
Congratulations u got a new subscriber 🎉 plz upload part 3 as soon as possible,I will waiting for it
@design_skill9 ай бұрын
Thanks for subbing
@shareqinamdar890310 ай бұрын
Next part?
@design_skill10 ай бұрын
Already uploaded please watch from shear wall design playlist
@shareqinamdar89039 ай бұрын
@@design_skill What is there in Playlist is 2 years ago video? What about the latest ones?
@sonukumar-bp4wb10 ай бұрын
I using same procedure and using same rcdc but etab2021 and access 2013 then after we are facing problem unable to read analysis data how to resolve
@BoBbYRaNa10 ай бұрын
Same issue with me
@Dawnga_12310 ай бұрын
Some of Column forces from etabs combination are missing in RCDC. So design gives wrong reinforcement. Please give suggestion
@sindhugrafix11 ай бұрын
wonder ful
@rcbsht964411 ай бұрын
great video when are we gonna see second part
@design_skill11 ай бұрын
Very soon you will get
@soorajshine758 Жыл бұрын
Why wasnt the moments released as for truss we assume load transfer is only in axial dir... i.e tenzion or compression..
@design_skill Жыл бұрын
REGISTRATION LINK FOR THE WORKSHOP-rzp.io/l/7YcfYrd
Sir, what is the white board writing tool you used???
@samuelpowell5021 Жыл бұрын
𝐩𝐫𝐨𝐦𝐨𝐬𝐦 ❤️
@bertjesklotepino Жыл бұрын
nice. So what we saw 21 years ago was fake, right?
@suhaibkhan73562 жыл бұрын
Check column defflection
@kishorthapa54882 жыл бұрын
please, sir make a video covering detail design of coupling beam for shear wall from etabs output data.
@design_skill2 жыл бұрын
Definitely we will make
@nurulfathiyyah6882 жыл бұрын
Dear sir, how to input wind coefficient in Y direction for windward and leeward? is it using the same way? or for the wind load in Y direction we use this formula : 1. Windward for the right side of roof structure. 2. Then, leeward for the left side of roof structure? please kindly reply my message, sir. I really need your explanation for wind load.. Thank you, sir.
@design_skill2 жыл бұрын
Contact on our WhatsApp+919113460003 We will definitely help you