Design & Analysis of G+3 Building 🇳🇵🇳🇵🇳🇵 I NBC 105:2020 | ETABS SAP2000 |

[@civilconst]

Thanks for all the lovely comments for this video. I request you to write your email id in the comment section of respective videos in case if you need excel sheets used in the video instead of sending it to Facebook inbox or Instagram.

[@avinashkc8318]

desiging of reinforcement in these video is really awesom. can we also get oppoutunity of these excel sheet???

[@shahasankayastha2807]

Awesome learning about analysis through NBC. Detail explanation with clear sound. Thank you

[@civilconst]

Cheers

[@upaharpoudel4112]

Splendid job.Wow. So Happy to see guys like you . I made my own Excel Sheet. Thanks a lot for Assist. Thanks a lot.

[@civilconst]

Glad you like it! Thanks

[@anishpandit8587]

Dherai ramro yrr yestai khojyathe maile ..keep it up

[@civilconst]

Thanks, yaar . Extremely grateful for such words.

[@ujjwalrajpandey]

Thanks parash bro..very informative!!hats off

[@civilconst]

Glad you liked it dai!

[@rajendraadhikari8524]

One of the best vdeo of Etabs 👍👍🙏🙏

[@civilconst]

Glad you think so!

[@meditationrelaxingmusic3939]

Kada... Thanks for uploading. I am searching this from long time

[@civilconst]

I doubt. Anyway thanks sir

[@meditationrelaxingmusic3939]

@@civilconst Always Welcome sir .

[@laxmans789]

Thank you very much for this video. very helpful .

[@civilconst]

Glad it helped. Cheers

[@ramsubedi5]

Thank you for this effort of yours. Using NBC code with Etabs was too much messy before this video.

[@civilconst]

Glad it helped!

[@bibekgyawali1182]

Such a great video and keep uploading .

[@civilconst]

I will try my best

[@deependrashah3929]

Awesome Vdo seen ever, Thank you brother

[@civilconst]

Glad you liked it

[@sumanhada4963]

Why is there no water load while defining DL+yLL+EQX at 38:06 (changed water load into EQx)

[@sanjayrokka8556]

@6:24 Is is really important to consider properties modifier for a normal residence?

[@aushmaan4812]

Sir. Drift , Displacement, eccentricity, torsion irregularity , modal mass participation, COR & COM etc check ma failure vako lai correction kasari garne? It would be really helpful if you upload a video explaining various cases and conditions and problems that may arise in ETABS. For example, in L (irregular) shape building we generally always face these kinds of problems. - Request from 16.2k subscribers

[@civilconst]

Will try soon

[@rambinaydas]

1:08:28 Sir maile analysis gareko tyesma ux - 0.53 and uy - 0.39 vaneko mtlb uy ma 40% vanda Kam xa ab k garnu parxa please reply

[@civilconst]

Ux ma cha ta mass participation. OK

[@sujangnawali3678]

REALLY INFORMATIVE

[@civilconst]

Cheers.

[@rupeshkumarpajiyar8252]

Very informative video daju

[@civilconst]

Thank you bro.

[@rambinaydas]

12:50 to 27:00 out of my mind literally

[@civilconst]

Bujhnu bhayena?

[@rambinaydas]

​@@civilconst finally bujhe ab

[@pranischal]

No need to use shear modifier of 0.4. The factor 0.4 approximately comes from 1/(2(1+nu)), with nu being Poisson ratio.

[@civilconst]

??????

[@pranischal]

@@civilconst You don't need to reduce the shear stiffness of the beam for cracked section assumption. It is automatically reduced.

[@civilconst]

@@pranischal So while defining frame sections, shear modifiers should be left as 1. Any reference for this assumption sir?

[@sarojshah7875]

30:30 upper period of the flat part of spectrum =2 kasari vayo?? equivalent graph ma 2.25 chha ta

[@bibekbhattarai9857]

Amazing 👏👏

[@civilconst]

Thanks 🤣🤣

[@MrWarriorBD]

Fixed support means the footing we generally see in site? or is it for piling?

[@civilconst]

Yah connection between footing and column

[@MrWarriorBD]

@@civilconst is there any difference if I choose either fixed support or pin support?

[@ashmitakoirala3423]

THANKU FOR VIDEO

[@civilconst]

Cheers

[@sudipmahato6574]

Great video sir. Are diaphragm and meshing same step during analysis??

[@civilconst]

No they are different

[@naga4032]

when checked, the frequency for 10, 11, 12 mode is in the range of 150s which is greater than 33hz. in this scenario what does this means and how to mitigate this situation. expecting your positive review sir. thanks

[@asmitaacharya7450]

Load combination 0.6 for watertank garnu bhana hajur le kina hola?comb 2 ko lagi

[@narendrabist3296]

what happen if we didn't get 90% mass participation ratio at 33 hz

[@ajit2045]

Why cover is only 25 mm while defining beam properties, it should be calculated from centroid.

[@mazharulakhund7411]

I am Mazharul Islam Akhund from Bangladesh.

[@civilconst]

Hey there

[@manishmaharjan9588]

Sir, is it correct to use equivalent static method instead of modal response method while etabs uses modal response analysis method? How to go with modal response method in finding seismic variables? I am confused, can you help me out Sir?

[@paradigmEC]

Column Beam capacity ratio मा beam को rebar को role हुन्छ कि हुँदैन ?? यदि हुन्छ भने CB ratio निकाल्न किन beam rebar input गरिँदैन ?? Plz clearify .... Designer here in Dhangadhi use CB ratio setting the column option Column to be designed 😢😢. I doubt about beam rebar role.

[@civilconst]

In simple terms, we are trying to make beam weaker. If we don’t consider the reinforcement in beam to compute CB ratio, then we will be in critical side. To check CB, provide reinforcement calculated and select reinforcement to be checked option.

[@tapendrathapa3752]

Sir please make a video on how to make report after analysing..

[@arjunrai8370]

Great Work Bro

[@civilconst]

Thank you yaar.

[@ketselatibebu]

B+G+3 foundation and general material type and quantity list for building a residential site with sloping ground, black and watery soil

[@bikeshshrestha9424]

BEST WISHES

[@civilconst]

Thanks

[@sushilthapa8865]

Steel structure ko lagi ni use garna milxa? Mero Steel ko structure xa but nepal website mah xaina Steel code

[@sabinshrestha8707]

Great Video ;-)

[@civilconst]

Thanks for the visit

[@bishowregmi7262]

dai yo nbc 105 2020 le dynamic analysis ma vertical loading ko prbdhan xa ki nai? is 2016 ma xaa..G+6 ko garda vertical loading k garne dai ...

[@civilconst]

Cha nbc ma pani 3-4 oota criteria cha check garnu parne

[@this_iz_mani23]

Thanks Alot

[@civilconst]

You're welcome

[@deepakshrestha7974]

I have one problem with my building. The ratio of max drift by average drift is greater than 1.2 although all the drift; displacement; model participating mass ratio' frame members eccentricity check' max by min disp. are passed. It is 4 storey residential building and cant introduce shear wall. I tried with the rectangular column as well....... What could be the solution? Could you please share some ideas?

[@civilconst]

That's really tight situation. Try changing orientation of staircase.

[@nabinjoshi2120]

Excel sheet plz ,best video

[@civilconst]

Will upload soon

[@prakritishahi3638]

I desperetely need those excel sheets used in the video. How can i get those sheets...please do respond. its urgent

[@civilconst]

These are paid excel sheet. For payment please mail me: [e-mail]

[@avisekhadhikari7524]

Modal Participating Mass Ratio ma Diagonal Ux and Uy 40% exceed hunu parxa vanera kun code ma xa Sir ?

[@civilconst]

Hunu parcha bhanera lekheko chaina. Bhayena bhane tapai ko model torsion ma jancha first mode ma. Ekchoti hernu hola.

[@PRAKASHDULAL-c7n]

why you didn't add ground floor loading ?

[@civilconst]

The slab is directly supported on soil

[@bishalkarki272]

What about rayleigh method for calculating period becouse we have to take lesser between emperical and rayleigh

[@civilconst]

Yah consider taking lesser value. I opted for the empirical method here because for residential buildings the value dependent on the time period from the curve is the same until 2.25 sec (min). However, the value of K will be different for either method but as it ranges between 1-2 so won't make a major changes in result.

[@bishalkarki272]

@@civilconst thank u sir

[@ankitchhetri8324]

Really Helpful Video Sir!!....Can u provide us the Excel Sheet used in the Video.

[@civilconst]

It's a paid resource. Please make payment first and will send you a link to download.

[@amitshrestha9666]

Brother tyo seismic coefficient as per nbc ko excel dina milxa.?

[@civilconst]

It's a paid resource.

[@relaxyourmind2161]

Beam/column capacity check garda N/A dekhairako xa..yesko meaning k ho ra solution k ho sir..

[@salimprajapati6627]

Thank you!

[@civilconst]

Cheers.

[@birendrarokaya2193]

in my model projected beam shows failure or not pass, what to do...plz sir give me a solution

[@civilconst]

Check your loads

[@UjwalSapkota]

Please provide excel sheets for calculation.

[@prasugiri5201]

Sir can you provide the excel sheets?

[@civilengineeringtipsnepal1903]

nice 👍

[@civilconst]

Thanks

[@theSmartEngineer12]

excel sheet file download vayena ta

[@subshr6411]

Please provide excel sheets shown on video.

[@pujanshrestha4858]

Hello sir I am civil engineer from kathmandu. Can you please provide me with the excel sheets used in this video?

[@civilconst]

Please check your mail.

[@dewanrahman5702]

Very Nice video . I want to Auto Cad file . Please

[@yudhishacharya2765]

Tyo Auto-Cad file Drive ma halera provide garna milxa ra ? practice garna hunthio herdai ?

[@civilconst]

Sorry bro tyo file nai bhetina maile. I will upload it from next video tutorials.

[@rajeevlamichhane5217]

Helpful... Sir can I get seismic coefficient calculation excel sheet. ???thankyou

[@civilconst]

Please leave your email id

[@asymbhandari3634]

Informative and Really helpful...Is it Possible to share those excel sheets ?

[@civilconst]

Leave your email. id.

[@ballabhbhandari5970]

sir define Response spectrum grnuprdaina ??

[@civilconst]

Condition applied huncha for response spectrum. chittai video aaucha

[@abhishekkc5405]

thanks for the butiful and useful video . can u send me excel sheet of this autocad and other required pdf of etabs

[@anijbhandari1]

Nice and really helpful! Can you please guide on how we can model a stair case without landing beam?

[@civilconst]

Please let me know your query.

[@anijbhandari1]

Thanks ! I want to model staircase slab in a commercial building model rather than applying the load directly to the beams. But then one edge of my landing slab gets fixed at the column and the other edge remains free. In that case , all the load from staircase would end up in the column attached. But I want to transfer the load to the beam beneath the landing slab (which is what happens in site, I Guess). So how can I do that with / without giving a landing beam.

[@ballabhbhandari5970]

sir mero etabs 16 mata view revise preferance ma BC ratio yes No ko option nai xaina

[@civilconst]

16 ma chaina ni

[@Peer_AjmalRazaQadri0]

AoA Bhai autoCad wali File b shear kr dyn

[@keshavgc9975]

hello sir can you provide me with the excel sheets used in this video?

[@civilconst]

It's a paid resource. Please make payment first and will send you a link to download.

[@Spicy0500]

sir please make video on report making also, how to make quality report

[@civilconst]

Sure.

[@Pritammaharjan2000]

great

[@civilconst]

Cheers.

[@chakrabudha3761]

Excell sheet pau na sir...

[@hiranchaudhary7549]

Sir can you share the Excel sheet used in the video

[@civilconst]

Please leave your email id.

[@rupeshkumarpajiyar8252]

Detailing ko nii video lyaunuhola dai🙏🙏

[@civilconst]

Sure bro.

[@mr.everything6794]

Please make video on RSA using NBC also.

[@civilconst]

I am not being able to figure out RSA. What is its full form ?

[@prabhatkattel3798]

Great video sir. would you plz share excel sheets?

[@civilconst]

Will upload soon

[@designcivil5229]

Nice informative video can u provide the excel sheets used in this video

[@civilconst]

Will upload soon

[@Lafanga-FF]

run garda model nai lock hudaina

[@civilconst]

You might have clicked another option to run that prevent locking

[@bimalpoudel597]

sir yo moment moment frame kt ko value kasari thaaa vayo ta

[@civilconst]

Time period ko terms ma interpolate garyaa ho

[@rukeshbade2274]

Parash sir, can you mail me the excel sheets used. Thank you

[@nirajanbist9125]

can you send excel sheets?

[@surajgurung5856]

very much informative sir., Could you provide us excel sheet sir?

[@civilconst]

Will upload soon

[@parallaxengineering1081]

excel sheet pauna sakincha sir

[@civilconst]

Sure. write your email id.

[@nareshkasula6766]

very useful. can you please send me excel files used in this video?

[@RajKumarShrestha-ge1xq]

Dear sir, please help us with the used excel sheet from your video Thank you !!

[@civilconst]

Sure. Write down your email id

[@vraindraw5307]

sir is it possible to provide exel sheet ??

[@civilconst]

Please leave your email id.

[@sabitashahi555]

Thank you for this amazing content, if possible Could you send me the excel sheet used in this video?

[@civilconst]

Thanks. Sharing is possible but it’s a paid resource.

[@HowTo-dw3xb]

where can i get the code pdf file sir?

[@civilconst]

Which pdf ? NBC Code ??

[@HowTo-dw3xb]

@@civilconst i got that, thanks for your response. can you please make a video on making an excel file for calculation?

[@civilconst]

@@HowTo-dw3xb Sure. will make it soon.

[@HowTo-dw3xb]

@@civilconst thank you sir.. waiting...

[@deepikamali1149]

helpful video.. can you provide me the excel file used in it...

[@civilconst]

It's a paid resource. Please make payment first and will send you a link to download.

[@loksewadoc8618]

can u give me a trainig about etab software including all thing

[@civilconst]

Individually ?

[@pintusah6953]

sir malie excel sheet haru pathai dinu na

[@kyaronmaharjan1714]

can you please share the excel sheets

[@civilconst]

Please leave your email id.

[@sarojshah7875]

@@civilconst khoi ta sir sheet aayena

[@NiteshKumarYadav-uk8bo]

very useful video ....can you please provide me the excel sheet

[@civilconst]

Write down your mail

[@esamali4913]

@@civilconst sir please can you send me the excel sheet

[@youtubesanuri2438]

please provide the excel sheet

[@civilconst]

Write your email id

[@uttamthapa1516]

Can you provide me etabs soft copy

[@civilconst]

Sorry I don't have the file right now.

[@shivasharma8144]

Excel sheet pauna sakinxa sir?

[@civilconst]

mail id

[@nikishakya9064]

@@civilconst your explanation is too good. thank you so much. Please send the excel files.

[@kamalpadhyay4491]

very helpful video please provide me a excel sheet sir

[@civilconst]

Will upload soon

[@engineer_yulan]

Thats a hell lot of column reinforement for a 3 storey building, something seems fishy.

[@civilconst]

I would love to see the results of your analysis for the same building.

[@engineer_yulan]

@@civilconst provide me with the drive access to download the file.

[@ramjitripathi8268]

Nice video.. can you provide me the excel file used in it...

[@civilconst]

Yes, sure write your email id

[@ramjitripathi8268]

can u send me a structural report on residential building based in NBC 105 2020 on the same email

[@globalengineering6309]

Please provide Excel sheet sir

[@civilconst]

Mail id

[@rupeshkumarpajiyar8252]

Dai shear wall ko video plzz lyaununa 🙏

[@civilconst]

I am desperate to share it as well but design of shear wall is little bit different. Considerations made for design of shear wall is different among people so I am trying to make a common consideration for design and will upload it.

[@rupeshkumarpajiyar8252]

@@civilconst okk dai will be waiting for it🙏🙏🙏

[@rupeshkumarpajiyar8252]

@@civilconst Just Nepal ko respect ma common practice ksto hoo tei gardinu na taw

[@dhrammehta6626]

Sir can u give me Excell sheet

[@civilconst]

It's a paid resource. Please make payment first and will send you a link to download.

[@bimalsharma1656]

Sheet plz

[@civilconst]

Please leave your email id.