Design of RCC Beam (Manually) | Municipal report | ETABS Multistory Building | NBC 105:2020, IS 1983

In this video, I will show you how to design an RCC beam manually considering IS code from the ETABS result.
Do like and subscribe to us.
Excel sheet download link : (Only paid requests will be approved) drive.google.c...
Design of deep beam excel sheet: drive.google.c...
Design of G+3 building using NBC 105: • Design & Analysis of G...
Design of all types of footing: • Design of Footing in S...
Instagram: / civil_const
LinkedIn: / parash-joshi-464a6b1a4
Facebook : / civilconst

[@civilconst]

Hey there! Thank you for watching this video. As you know this Excel sheet is a paid resource which costs Rs 500 or $5. If you are seriously interested then whatsApp me @ [phone] to know about payment method.

[@civilconst]

Excel sheet download link (Only paid requests will be approved) : drive.google.com/file/d/1xRgK47Ss41hmp1ylpcdOOWfMCO0WaVTo/view?usp=share_link

[@anuj_pradhananga]

The design moment taken from the ETABS design report includes the torsional moment as well. So, We don't need to add the torsional moment again for the calculation of Design moment. In case of the excel sheet used, Design moment should be 113.7 kN-m.

[@civilconst]

We have considered torsional moment as well

[@bestrong8724]

SIR HOW WOULD I ASSIGN WIND LOAD COEFFICIENTS TO THE IRREGULAR STRUCTURE?

[@vinayakhulwane]

Very helpful vdo

[@civilconst]

Glad to hear that!

[@i081-d9r]

can you please upload a video of check of steel required at different section of beam

[@waseemahmad6895]

Not able to download excel dheet asks no acess

[@ParmvirSingh-vg3wv]

HELLO, I WANT TO ASK YOU THAT HOW EXTERNAL TORSION IS APPLIED ON THE BEAM? I APPLIED THROUGH RELEASE PARTIAL FIXITY IN FRAME ASSIGNING WHERE I PROVIDED TORSION BUT AFTER ANALYSIS TORSION DECREASED.

[@rahulshikhrakar6933]

nice😍

[@manishkoirala1745]

My two beam is fail due to O/S how can I fix through manual design because I didn't get shear force(Ve) of that beam.

[@civilconst]

Manual design cannot overcome etabs failure unless there is a modeling problem. Please try out different section sizes or structural arrangements.

[@manishkoirala1745]

Can we provide different sizes beam at different floor to elliminate those problem.

[@civilconst]

@@manishkoirala1745 Yes, you can.

[@manishkoirala1745]

OR,can we provide different sizes beam at different grid at same floor??

[@melkamuataro7858]

Nice and clear!!!! Please link the excel sheet

[@civilconst]

It’s a paid resource. You can make online payment and download the sheet through the link provided.

[@engineermohammedsoyebbadgu3714]

Hi, Could you explain about the continuous beam? I mean how to design a continue beam with the help of ETabs Results (moment and shear) by manual Steel detailing... Thanks

[@civilconst]

Great suggestion!

[@santoshdhakal762]

as per latest code IS13920:2016 you can not consider the shear strength of concrete for shear reinforcement design. RefIS13920:2016 Cl 6.3.4

[@civilconst]

I have considered the nominal shear strength of concrete. The code has specified Shear Strength due to bent-up bars and inclined hoops shall not be considered. These two are different.

[@santoshdhakal762]

Also due to concrete Review Cl 6.3.4

[@civilconst]

The code hasn't specified "CONCRETE" anywhere in that clause.

[@santoshdhakal762]

Here is full clause for your confirmation Cl 6.3.4: In the calculation of design shear force capacity of RC beams, contribution of the following shall not be considered: a. Bent up bars b. Inclined links and c. Concrete in RC section

[@civilconst]

Sorry I had been referring to 1993. Yes as of 2016 we can’t consider the shear strength of concrete. Appreciate your effort. Cheers

[@mithileshthakur7495]

Very informative video thank u. Can u send excel sheet relating to building design like all footing design, slab,beam,column,staircase ,basement wall etc. I will paid for all these excel sheet. How to contact

[@civilconst]

You can message in whatsapp. [phone]

[@prabhatacharya5595]

very informative video Thank you where can we get excel file ? could you provide it?

[@civilconst]

It's a paid resource available in google drive.

[@abukarhassan943]

Could u pls provide these excelsheet even if it is paid resource I will sir

[@civilconst]

It's available in google drive but you have to make payment first.

[@basantaneupane6612]

@@civilconst how to pay?

[@civilconst]

@@basantaneupane6612 Click on the link provided below and request access. We will contact you then. Excel sheet download link (Only paid requests will be approved) : docs.google.com/spreadsheets/d/1p2noBNzBbh3ZIe2es7QAevscTJraPus8/edit?usp=share_link&ouid=108896043731268656786&rtpof=true&sd=true

[@islahuddin2249]

mistake at 9.25 overall depth is taken instead of effective depth

[@civilconst]

Thanks for noting it.

[@rambinaydas]

How do I pay for that?

[@civilconst]

Please request access, you will get a mail from us.

[@vjyvncnt]

Etab 1366 mm2 showed your calculstion 1251mm2 its came If it 20 dia, asper etab,1366/314=4.35=5nos-5-T20, Asper your excel 1251/314=3.98=4nos Y excel calculation you provide y you dont take etab 5-t20

[@BiswasSandy1]

I want the excel sheet

[@civilconst]

Please check your mail.