RCC Column and Beam Design/How To Read Output File of Staad Pro, Cross Check With Manual Calculation
ฝัง
- เผยแพร่เมื่อ 26 เม.ย. 2020
- Topics covered: When to apply WIND, Seismic Load
Rebar Detailing, Rebar calculation with both Manual and Staad method, Column Design, Beam Design, Difference between Design Codes, How to read output file of Staad Pro, How to Cross check result with manual method. #StaadPro #ColumnDesign #BeamDesign #IS456 #WindLoad #SeismicLoad #RebarDetailing
Complete Staad Pro Series: • RCC Multistorey Buildi...
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Great vedio sir...i liked the vedio very very much...and ...i request u to make vedio on this PLAN AND LOADING APPLICATION... (PART) since it looks very much complex and now...it becomes the very content a structural engineer loves to see
Thank you dear for such a nice feedback... i am working on the next video which will be more detailed and informative based on a live project.... i want you to help me with sharing my videos to your friends and hit like button because it really helps me when someone like the video to reach more people.....
@@Jags22079 sure..sir..
Sir...pls plz reply for this... generally we define property and select members and assign prop to them...when we click on property it shows those beams..in one click...........but what PROBLEM I AM FACING IS....staad pro is creating defined beam section to each of the beams...so that in property box it's showing 180-200 sections...which is difficult to cross-check...plz plz plz solve it ...it ll be very very helpful for me..plz
When i checked in staad pro there are no semi Colons...and each line is very short...there are no paragraph type...
Commands
Sir I appreciate your effort for past one year I am searching for this content thanks a lot sir for making learning esy for Us one more time thanks you sir
Happy to hear that it helped you... if you want to help me and motivate me to make more such videos then please like the video, it helps me with TH-cam algorithms to reach more people... so please like subscribe and share the video. And wait for next video it will be better than this one
Very informative video, looking forward to see more videos like this!!
Thank you dear..... I like your videos too... keep up the good work 👍
Wow. He is checking the minimum and maximum percentage of the steel in each element. Guys please go through the reference manual of Staad. It'll show you how the steel has been arrived using Codal Provisions. For detailing you can refer to Sp 34 for Normal Framed Design and IS 13920 for ductile detailing.
Great vedio, to learn structural Beam & Column design
Thank you dear
sir thank you so much for these knowledge
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Great one!
Thank you…. Please Like and Subscribe to support…. It really helps me
Wow! Amazing and most informative video Thank you Sir.
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You did good joob ❤ from somalia🇸🇴
Thank you dear for such love .... please like and share my video to help me reach more people.... it really makes a difference.... if you need help in any topic, you can ask in comments... i will make a video for you
The video was very enlightening...thank you sir
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Sir thank you so much for using english as your medium of communication......🙏🙏
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Thank you so much...
Everyone do the video on how to modelling and how to apply the load, load cases., That's it
Those videos helpful for beginners
This video helpful for further design
We expect more videos like this
Lots of love for such a feedback bro.... thanks for your likes and shares
@@rapstarsammy272 how much this course costs sir?!
Grate job... Keep continue.best wishes for your future.
Thank you Sanjay..... please like the video, it really helps me with TH-cam algorithms to reach more people
Sir I appreciate your effort and i take this opportunity to thank you much for the staad software link from your other videos.
Thank you dear for such a nice feedback..... that’s really motivating ❤️
Sir, Very helpful vedio. Please provide manual design as well with staad design. Thanks for such content.
Thank you Shashank .... i will upload more videos on that ... please like the video to support me and share with your friends to help me reach more people
Well done sir and Plzz uploaded many more video about real probects
Thank you 😊
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Bohut a66a hai sir...
You Guys are doing a commendable job!!Bravo..!! Looking forward for second edition of this series.
We would like to know the wind load calculation as shown in video in detail.
so, kindly, make a tutorial on the wind load calcution. 🙏
Thank you for such a nice feedback..... we are working on 2nd part.... it will be out soon , so subscribe and keep notifications 🔔 on so you get. Notified when I upload that video.... I request please like my video because it really helps me to reach more people..... I already have a video on wind load on my channel it can give you some clarity.... please watch it till I upload the detailed video
@@Jags22079 please,provide a link for wind load calculation.
@@Jags22079 Subscription done & hit the all buttons☺
Hats off sir, Pls do advance level topics continue
Thank you dear.... next video is coming on Monday, subscribe and turn your notifications on so that you get that video when I upload that.... please like and share this video because this helps me very much to make new video and reach more people, so please like the video
which is best software for rcc Etab or staddpro..which one is mosly preferred industry
Great job bro .❤
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Well explained sir.I like this video and it would give more information.I request you to make video on siesmic analysis and wind analysis of steel frame building with bracings also.
Thank you for the feedback..... Please follow this link for Seismic analysis video.... and please help me by liking the videos when you watch them, it really helps me to reach more people..... share and subscribe for upcoming videos
th-cam.com/video/0eZfh4AJdUo/w-d-xo.html
thank u sir...i have one doubt that how to check column steel manually by using SP16 with corresponding load and moments??
great video
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Best explain Sr
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Very good sir
Great to see you again
Want more videos
On manual design
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@@Jags22079
Sir can you do manual calculation by hand
And on wind forces
Yes you can
Well explained. Need more videos. Pls detail about the offset option for beams
Thank you dear.... i will explain it in the next video, subscribe and keep your notifications on to get that video .... Also please like this video to help me more people.... it really makes a difference
in beam design, main reinforcement is at the bottom right? so reinforcement should be more at bottom when compared to top, but in the design output it is oppsite. Can you please clarify? thanks
Thanks for the Great video.
Request you to discuss on earth retaining wall design. Say 8m height with surcharge.
Thank you dada for such nice feedback.... i have already posted video for retaining wall .... you can watch it with this link .....i hope it will help you .... but i will try to make with 8m height so subscribe and keep your notifications on....Also I request you to please like my videos.... it really helps me to reach more people through TH-cam algorithms....
Here is retaining wall video th-cam.com/video/BhSYdBTv5jw/w-d-xo.html
Sir plz tell ...how to save drawing detail of whole models in stad ....beam column and slab reinforcement
How to generate detail drawings of columns beams in staad pro???????
Please tell
Regarding slab detailing has not been shown in this video. Please explain that also by using report.
Also I need to know if I don't provide offset to beam and column which is not in line. In that case design result will be same or will get change.
Please make an video on eccentric footing design. Because when we go for designing of building which comes under city there only eccentric footing is provided for Outer column.
Aren't the stirrups supposed to be spaced closely at the ends compared to stirrups at the mid. But in staad pro they show equal spacing of stirrups. How to fix that??
Hola soy tu seguidor pero te pediría de favor siempre dieras en todos tus videos la opción de configurar el idioma a español por favor, saludos desde México.
good
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I have one problem. How to consider simply supported beam in staadpro plz let me know and suggest me how to do work practically ??
How did he find min and Max reinforcement. Which clause or pg no of IS 456???
Please make a tutorial on timber frame building too.
NICE EXPLANATION SIR.......AND PLZ IF POSSIBLE MAKE A VIDEO ON GROUPING OF COLUMNS ANS FOOTINGS WITH MANUAL IN EXCELL SHEET
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Where can you find the training files? Please provide link
very helpful
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@@Jags22079 Sir
Please give me your number I want to learn staad pro from you Sir Pls
Please contact me on monimalikn73@gmail.com
Sir awsome vedio but nextime kindly pl do simple structure vedio and full course that structural consultant do and even pl show cl in codes
Thank you Sanjay for the feedback.... next time i will do that .... for simple structures i have videos on my channel, from beginner level to advanced and topic wise, i hope it will help you Follow below link. Also please like the videos when you watch, it really helps me to reach more people
th-cam.com/play/PLaf0BlcqDxZszPWNVsctz_wm79_aMulFH.html
@@Jags22079 yes sir ,here the problem is as we are structural engineering students we are not able to design simple structure s due to no proper guidance and leading to lot of confusion as your doing vedios with professional it will be a grate platform to learn and design structures and can open our own consultancy ....
Also tell me when I go to apply floor load on cantilever Portion of slab. Load doesn't generate. Why like this happens.
Please have lecture on steel structure..
Sir how to get all cross section of building in cad sir
Sir please make a complete video on a residential building design on staadpro from modeling to end including BBS.
Sure bro ... i will post that video soon ... please like my videos to support me and share with your friends
When we See beam design result we get to See on top of beam.it shows 4#10 @ 195.0 . What is its mean. I know 10 dia bar 4 nos is to be provided but what is mean of @195.
Plz explain.
I have doubt. Mr aloke said column can be design upto 8% area of steel , is it correct? ..I know we can go upto only 4%
Plzz Make video of how to read design slab out put in staad pro.
Good job.. How do we assume percentage of steel? Do this related to maximum reinforcement limited to Is 456?
Thank you ... we choose the steel according the most optimum amount based on the section of the column or beam subjected to maximum forces.... out target us to keep the design economical as well as safe ..... this thing is discussed in this video .... please like the video in order to support me and teach more people on TH-cam
This is not limited to IS456 , it is a universal practice
Yes this is as per IS 456 codal Provisions. We have checked for both max and min limits allowed as per IS code.
@@Jags22079 no my question is min & max is defined by Is 456.but the size and design is vary to project to project.
Do we adopt the 1% of rft rule to every project???
Good video, but I think the detailing of shear reinf , size of column is not in compliance with IS 13920:2016 & IS 1893:2016....
Thank you.... i will try that .... please like the video to support me so that i can get more views ... your like matters
Sir Beam nu. 2 is Simplisupported not cantilever beam but steel design is TOP Bar 6-12T and Bottom Bar 4-10T
As per 456:2000, the grade of steel for main reinforcement and stirrups are different.
Sir staad file is not in description box . But u said its available in description box
Will you please share staad model for this vedio
It's and old one, let me find the file
Sir, foundation kab dal denga???
Foundation video kab dal denga????
Sir the files are not in description?
Hey very valuable information but u overlooked warnings ,it is also very important conceptual part.
Please like the video to support the channel and subscribe for more videos like this
@@Jags22079 liked shared and subscribed.
Sir I want to learn how to read a output file
52:54 ....
How compressive rienforment is more than tensile ....
54:12 . What is the span of beam ??? ..
230 mm aa???? .
lol ....it showed u a warning ....
Good to hear that u r a structural injineer....
Sir next video kab aayega????
Can you please explain about reference plan?
You are asking about reference Plane or Plan,both are different
@@Jags22079 reference plan sir..how to create reference plan on ceiling.?
Reference plane is the reference for placing hosted elements
Why bottom steel is less than top steel??
Sir mat foundation design k uppr video kb aayegi❤️
Brother thats a complicated topic... m looking for a right project for better explanation.... please like and subscribe to support
Sure sir😊
we all love to see Your videos
U r doing verY hard work for us
We appreciate ur work Your precious Time Such as content & knowledge..
We connect to You🙏
Thank you, that’s really motivating 😍
Min area of steel is 0.8% and max 4%
Dear abdul minimum area is checked as per 0.85bd/fy formula as per IS 456
Maximum area of steel allowed in beam is 4% and columns up to 8%
How to read out put file for slab????
Plz explain
Bhai us k liye alag se asa hi video bnau ga .... ap subscribe ker k notifications on ker lo taki ap ko notifications mil jaye jab upload keru.... please like the video .... it really helps
Ok.....and in slab details video...also show the drawings of slabs (like columns and beams in this video.) And how to take print for all project drawings.
Thanku
Sure
Plz upload the video about slabs!!!
Hlow?
Where is file
This information going wrong to students
Please correct tthis
Let me check
Dear Abdul , I am thankful to you for ur queries related to steel ratio. The code permits maximum up to 6% and 4% and minimum 0.8% & 0.85bd/fy in column and beam respectively.
However some of the columns have been designed and erected with 8 % steel even due to site restrictions and are performing well.
You need to just check for bonding and shear additionally.
Since this was a practical session we have said 8% , ideally we may follow up to 6%.