Thank you so much, leart a lot from your tutorial session.
@6ijoelsudhakarneela9943 жыл бұрын
Thank you very much to support this tutorial very clean to explain and easy understood once again thanks
@gsreng19783 жыл бұрын
Hi Shravan, Your videos are great and very useful, pls post video of interactive concrete building design
@civilengineeringbyshravan95963 жыл бұрын
Will upload soon
@marvalmellina7448 Жыл бұрын
thank you for the very informative videos!!!
@ajishyesudhas85553 жыл бұрын
Very Impressive and Neat presentation Bro 🔥
@cghosh79772 жыл бұрын
Excellent presentation.
@revadinesh8891 Жыл бұрын
Hi very useful information, thanks
@dheerajkhanal72513 жыл бұрын
This video was so clear. I understood it fully, can u make a video on, " how to correct the beam or column dimension, after they fail in their given dimension." And one more thing, I have seen few people using Pin joint in middle of the building( model), why they are doing that? Plze clarify my doubts, I will be eagerly waiting for your video on this topic. THANKS
@bheemaabhinav79412 жыл бұрын
I think pin joint they are adding for joint displacements which are related to Earthquake resistant buildings
@thiagarajanv11437 ай бұрын
Mr Shravan, nice video. But my doubt is your beam depth is less than the width. Normally if depth is more you may reduce the reinforcement..
@rajnik193 жыл бұрын
Hi Shravan, it's a great to let you know that your videos are very useful. Plz kindly let us know how to generate seismic parameters in load and definition section for IS 1893-2002/2005. When clicked for the popped up message is creation failed
@civilengineeringbyshravan95963 жыл бұрын
Follow this video kzbin.info/www/bejne/ppCkcph7qZ6Sr7M
@muralib9102 Жыл бұрын
@@civilengineeringbyshravan9596can u send this file?
@aviralrastogi9822 Жыл бұрын
in footing design the maximum spacing should be 300mm between bars . except that you scored awesome .
@Eswar_Maddali3 жыл бұрын
After creating model, coming to loads - how much loads we have to give bro like in real life..I don't know about loadings..in how much kn/m is acting for single story
@reddysollapuram20942 жыл бұрын
Supper Explanation bro
@SaifSaif-ws5rb3 жыл бұрын
Excellent good luck
@civilengineeringbyshravan95963 жыл бұрын
Thanks
@sudharshanreddy74994 жыл бұрын
Good explanation
@civilengineeringbyshravan95964 жыл бұрын
Thank you 😊
@Am-rl9xp3 жыл бұрын
Best video my question is i have 2d autocad 2021 from Autodesk so what software do you recommend
@mdshakir4022 жыл бұрын
It will be more better if you explain little slowly
@allyce062 жыл бұрын
Did you start the column from the Top of Soil? Why is some tutorials includes column height underground down to footing?
@arjunkaspa68362 жыл бұрын
Hi, Great video. I followed every step and got most of it. How do i see the slab reinforcement generated?
@yashrawal90282 жыл бұрын
Ye to hum bh kr lete h real design ka video dalo bhai jo practical ho
@np5106 Жыл бұрын
Reinforcement detailing of first floor column is right??
@harishacharya4470 Жыл бұрын
Pls upload the how to design and details structures using staad and AutoCAD please...
@SaiKumar-bc9ph2 жыл бұрын
Hi shravana bro we need same design for G+4 buliding. Can use make it.
@civilengineeringbyshravan95962 жыл бұрын
Yes we can
@ankit_special_world Жыл бұрын
Sir how to have zero warning. I have reduced warning to 6. In warning its showing percentage r/f increase maximum limits
@hariomchandra90483 жыл бұрын
sir if i do not want to give the slab property to the building ,just calculate the load of slab on beam and directly apply it to beam.will u recemmend this meyhod to me ?
@swapnilpatil49943 жыл бұрын
Pls upload this video again with adding missing thing becoz we are making project on G+2 building
@syedmohammedimran55502 жыл бұрын
What keywords for this video design of G+2 Building
@ravitejaboge89273 жыл бұрын
Bro plinth beams consider cheyaaraa stad pro lo
@civilengineeringbyshravan95963 жыл бұрын
we need to consider i was already made video please watch it in playlist
@vetri46004 жыл бұрын
Does warning shown should be minded ? or ignore it.
@himanshu1312gupta3 жыл бұрын
He is just making video... not designing the structure.
@robertiravonga5593 жыл бұрын
No stair design? Good video
@shubhamsirse29743 жыл бұрын
very well explained.. thanks 🙏 but bro you didn't select staircase beam while assigning beam size at 8:59
@himanshu1312gupta3 жыл бұрын
You can see R6 on that beam at 12:01 Maybe he applied this off the camera. But in my point of view....this video has many flaws according to our Codal provision.
@AbhishekSingh-xf1lg2 жыл бұрын
You are right
@mayappamechhennavar64182 жыл бұрын
After Completion Of Design.... If I Go For Concrete Design For Any Beam.... There It Is Not Showing Me Concrete Design Like Number Of Top Bars And Bottom Bars...
@civilengineeringbyshravan95962 жыл бұрын
Follow the design procedure properly and reduce errors it will surely display results
@mayappamechhennavar64182 жыл бұрын
@@civilengineeringbyshravan9596 Plz Can I Get Your Whatsapp Number So That I Can Get You What Problem I Am Facing
@sonamtobgye6020 Жыл бұрын
Could you help me to generate sesmic parameter, in my case it is not generating, what may be the reason?
@shemphanglyngdoh67423 жыл бұрын
At 17:11 live load is not active in stair and cantilever slab!! Why?
@puneetrathore1133 Жыл бұрын
Hello, i am also facing this issue. Have your found any way to apply loads to cantilever portion?
@inthiyazsk50113 жыл бұрын
How to calculating load combination like a ( DL+LL+WL) plz clarify any one,we want step by step procedure
@arbazahamed4854 жыл бұрын
Sir, after designing a structure if we look at the result sheet, for beams at different cross sections for a particular beam, there will be different reinforcement,(Means at some c/s there will be reduction in bars at the top and same at bottom) so which one to choose or consider..please reply (this question is not regarding this video, generally while designing I observed this issue..please clarify)
@beauford92263 жыл бұрын
Instablaster...
@pk6060 Жыл бұрын
Sir , how does the column size variation from g to g+1 and g+2
@yashrawal90282 жыл бұрын
Kuch to bh reinforcement aarhe hai beam me 8 sariye kon deta h kehne ka mtlb h please esi video dalo jisse hum staad pro se practical design de ske client ko
@anjanaamminabhavi65843 жыл бұрын
Sir make one video of how to take print designed members in staad pro
@devadeva45773 жыл бұрын
Bro what about slab ast ? .... You already given ah thickness of slabs ..we never design a slabs and beam & column in same time ?
@ShringeshPrasadkmjncv3 жыл бұрын
Sir it's suitable if the coloumn allignment is symetry in my model the allignment of coloumn is not in symmetry then how to create those models?
@krizdaz1 Жыл бұрын
I am unable to select plate cursor and assign it
@ayankhanpathan23783 жыл бұрын
How to check failing members and correct it? It won't always be like we have provided a member size and its passing
@civilengineeringbyshravan95963 жыл бұрын
Yes we have the option in stadd software we can check it directly
@ayankhanpathan23783 жыл бұрын
@@civilengineeringbyshravan9596 Thanks for your reply..It would be best if you include it in the video..
@ayankhanpathan23783 жыл бұрын
or any other thing which someone might miss while designing his own structure with taking reference to this video
@narayananjegan34823 жыл бұрын
Hi bro, thanks for this useful video.. I have tried for a small house designing for my own house but end up with error stating that JOINT NO. 34 NOT CONNECTED... LIKE THIS FOR 4 JOINTS WARNING RECEIVED..i am requesting you to support me in this regards and it would be grateful.
@ro-hit4821 Жыл бұрын
WAt 2nd storey the beam size should be 0.3 x 0.3
@narayananjegan34823 жыл бұрын
Go bro, I have remove those joint errors but finally it shows one error that NO LOADING DEFINED FOR UVC LOAD. RUN TERMINATED. please help me to fix this issue when u get time. Thanks
@MrMuzzammil2 жыл бұрын
I want to do designing for my house
@niteshbhardwaj77492 жыл бұрын
It says property not assigned for beams connectin the stairs.. I guess
@civilengineeringbyshravan95962 жыл бұрын
Please follow exact process which i explained in video
@abascivil34722 жыл бұрын
Hello, the design of concrete that contains rebar does not appear to me why
@wahedurrahman80083 жыл бұрын
Good but Wall loads are missing.
@himanshu1312gupta3 жыл бұрын
Yes...
@Civillivic4 жыл бұрын
Bro make a video about quantity takeoff software..
@inamhaq69243 жыл бұрын
How to add plinth beam in this structure
@civilengineeringbyshravan95963 жыл бұрын
Already made a video please watch it in channel
@harishkumarsharishkumars8483 жыл бұрын
How select one more objects using curssur
@karthik239 Жыл бұрын
Sir can we remove the warnings that we got.
@Prophetelian3 жыл бұрын
You have to make a video just for loading. Its confusing, also what about bs code? Does it dupport
@sgtech60512 жыл бұрын
Sir can you kindly share the plan and elevation DWG file it will be a huge help!
@roland_karibe3 жыл бұрын
Your Beams over reinforced and impractical, How to correct it?
@Hanamant3003 жыл бұрын
Sir slab reinforcement details???
@inthiyazsk50113 жыл бұрын
I have some doubt plz clarify
@nikhilteja4343 жыл бұрын
what is the meaning of number of bays?
@villayatali10094 жыл бұрын
Sir how to define the thickness of beams and columns
@rockingstar21874 жыл бұрын
Sir, AutoCAD or stade pro m kya difference h.
@fusionhub55754 жыл бұрын
Plan AutoCAD me banata hai or building design staadpro me karta hai
@rockingstar21874 жыл бұрын
@@fusionhub5575 thank you
@faizahmad61974 жыл бұрын
Sir I m follow step by step procedure as showed but staad pro showing error like, STAAD.Pro.ERROR MESSAGE ERROR IN INPUT DATA FOR LOAD ERROR IN SOLVER. So what I do plz guide me sir And also for other building design shows these only these error
@himanshu1312gupta3 жыл бұрын
This video is just making viewers fool
@Asifkhan-pw4zf2 жыл бұрын
Hi i learn complete structure basic to live project analysis with indian codes G+6 building I pay..
@MohanKrishna-me2wl8 ай бұрын
IS 456 IS NOT SHOWING HOW TO FIX THE PROBLEM
@DhismoPrideC4 жыл бұрын
Sir. I request STAAD RCDC TUTORIAL AND SOFTWARE
@cricyard36024 жыл бұрын
kzbin.info/www/bejne/qYizkqh4aa6sp5Y
@reddybhanuprakashg34864 жыл бұрын
Sir I want staad pro software link as its not in the description of ur video
Nice video too fast though. You’re teaching amateurs . Try making it step by step
@chsrikanth66183 жыл бұрын
Sir can you send any analysis of g+2 pdf, please sir
@civilengineeringbyshravan95963 жыл бұрын
text me to my mail
@chsrikanth66183 жыл бұрын
@@civilengineeringbyshravan9596 sir i texted u my mail id. u can send through it
@chsrikanth66183 жыл бұрын
@@civilengineeringbyshravan9596 Sir are u sending to my mail?
@snehajitmukherjee9395 Жыл бұрын
Please provide link for downloading staad pro free
@avinashnm80473 жыл бұрын
Self load for structure is not comming in this project
@himanshu1312gupta3 жыл бұрын
So many mistakes 😂
@onkarpawar8195 Жыл бұрын
hello i want to download staad pro cracked version plzz provide me link or make on video
@sahiljaggi56532 жыл бұрын
Reinforcement provided in beam is not satisfactory.
@suyashsharnagat29127 ай бұрын
Dont put so much ads Its really frustrating when you want to focus and the fucking ad pops up
@blackpearl69053 жыл бұрын
Is this app premium or free?
@civilengineeringbyshravan95963 жыл бұрын
Not app its software
@blackpearl69053 жыл бұрын
Sorry 🙏🙏
@Souvik626744 жыл бұрын
Hi....can you suggest me a laptop for all civil engineering software under 65-70k ?
@kingkhanmr.a59354 жыл бұрын
HP ka lelo bhai i5 or i7 processor ka 1TB storage , 8 GB RAM best
@priyanshugandhi78184 жыл бұрын
i5 4+ generation processor. (Min) i7 4+ generation processor. (Min) Graphics - 2GB (min) 8GB RAM. 1TB HDD. 256GB SSD. It will come under 50-60K in Dell/Hp.
@fullcoregaming83753 жыл бұрын
brother in your project every nodes has become column please post correct video if you really want to help others don't make us fool
@himanshu1312gupta3 жыл бұрын
There are so many mistakes in this video .... Most of the viewers doesn't know the basic concepts and Codal provision so they are praising video. Also with this inputs he is getting about 100 warnings and he ignored them. Maybe most of the Sections were failed there