DESIGN & MODELLING OF INDUSTRIAL STEEL WAREHOUSE IN STAAD PRO V8I
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- เผยแพร่เมื่อ 29 พ.ค. 2017
- HELLO GUYS WELCOME TO CIVIL ENGINERING TUTORIALS AND VIDEO WHERE YOU CAN AND EXPLORE YOUR CIVIL ENGINEERING SOFTWARE KNOWELDGE AS WELL AS PRACTCAL SITE EXPERIENCE TOO .
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#staadindustrialsteelwarehouse
Very good information...
Thank you very much :)
thanks you j helpful video good job
yes sure ..!!
thanks for your valuable suggestion :)
very nice work vibhor .......i might use your idea ......keep rocking ......keep loving
Thanks for the modelling,....You are so fast in your click action. Please understand that some of us watching are beginners. I hope you can make it slower and explain more in details, especially the load case discussion time. Great Video.... we are grateful...
welcome thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
This is wonderful
thanks for your valuable comment ..!! :)
Highly helpful 😃
arushi shukla thanks you 👏👏👏👌👌💐💐
sir,what about the sheeting on the roof,is it treated as live load??...and why didn't you consider the floor load and the live load acting on it
welcome thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
dear sir,
how the nodes are continuously displaying in your project. For me, nodes are displayed only when I selected the "node add" option. kindly advise.
thanks.
welcome thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
Thank you sir
Welcome:):)
Thanx u so much
tushar randive welcome keep sharing keep liking.
thank you very much bro
welcome keep sharing keep liking :)
Very good informative and learning video?, how can we check the selected member is adequate or optimized member ?
Is it possible to add a haunch to the rafter / column connection? If so, how do you do it please? I cannot find anything relating to it in the Staad help menu
thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
@@vibhorshukla850
I ended up creating a built up section in the section wizard tool, using plates to represent the web and bottom flange of the haunch UB section. As the haunch section is tapered i used an average depth i.e half of the web depth for the length of the section.
What do you think, is that a reasonable way to approach it?
@@keith6591 welcome thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
Thank you for the video, nice work. Can you demonstrate connection design please, thank you in advance
welcome Altom thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
bhai bina releases ke pel diya , lage raho munna bhai.
Use It according to Given requirements :)
@@vibhorshukla850 Kisi company me kaam kar rahe ho kya aajkal ?
@@amitsarpanch yes dear.
@@vibhorshukla850 which company bro
Great work pal...
Explained in the most simplest form...
Seeing your other videos I've learned that you use a number of other softwares as well, which among the others (Etabs, ROBOT, Stadd) fits best and easy to use?
this is the modelling and loading of industrial warehouse project model only
welcome thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
Thanks sir for your efforts
Thank you 😊🇮🇳 Keep sharing keep liking ...✔✔
Thanku so much
yes sure ..!!
thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
Can you please post a video explaining about section database and load and definition of steel or aluminium structure and why you choose mexican code.
yes sure ..!!
thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
How to design the peb structure depending upon loads and span of wear house? Also the beam design calculation
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After designed the warehouse how to take the data's lik what kind of sections should be use in site.. plz reply. Thank you..
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In roof truss why do not we provide flat section instead of angle section as filler members.?
Members of steel trusses don’t necessarily have to be angles, you can always use other steel sections. But angles might be preferable for quite a few reasons:
1- Forces in steel trusses aren’t considerably large
2- Angles are light in weight; which means lower cost and also reduced dead loads
3- Connections between angles are simple, and fabricated with ease, whether they’re bolted or welded
4- Angles offer a wide range of variety as you can use them singly, back to back and star shaped
Although, in steel bridges, HSS are more preferable; as they offer greater radii of gyration and torsional constants in order to cover large spans effectively and resist greater traffic and railway loads.
While running analysis in STAAD it shows following error
**ERROR READING THE ABOVE USER TABLE # 1
What is the meaning of that and how to remove this error
apply properties properly ...!!
Thanks for the tutorial.
Please explain the PreEngineered Building ( PEB ) including RCC foundation below below steel columns
thank you .make tutorial design for seismic load (dynamic and static analysis )
Welcome Keep Sharing and liking with Other Civil Engineering Students :) :)
Should we intersect the X bracing at the common point? If we intersect X bracing at the common point, will it make any difference? Also I would like to know how that particular arrangement of X bracing at the roof is arrived at? Also can you do a tutorial on industrial structure with crane load according to Is 800-2007?
this is the modelling and loading of industrial warehouse project model only
There is no need to keep it alternative in each and every bay as per asce for every 3 bays 1 bracing is enough
@@kalyanchakravarthy6425 nice :)
sir, please explain how to add nodal point load on tapered inclined beam section with equal interval node distance for PEB...
yes sure ..!!
thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
bhai..what abt the wind load on columns,....and also over the ridges...???
this is the modelling and loading of industrial warehouse project model only
can you tell me how to apply wind loads perpendicular to the inclined roof???
i''ll recommend you go through first IS 875(part 3) 1987 wind loads on building & structures ..!!
Sir anybody can please tell me that diploma civil engineer can learn and prepare struture for these and have authority to apply to paas the drawings in corporation???
would have to be consultant and have experience in the same field for not less than 5 years of experience and have done master degree of civil engineering respective courses .
Hi. May I know how to adjust the arrow length? And by doing this tutorial, I got 108 warning. Can you explain why?
Okay ill make video on your suggestion ill make complete video tutorial soon ..!! :)
what about the connections ?welded or bolted?
Must be moment frame on both direction. Didn't release any members.
this is the modelling and loading of industrial warehouse project model only
Vibhor Shukla 1
yes sure stay tuned for more lectures keep liking keep sharing :)
nice job!!
can you do a design for aircraft carrier flight deck?
thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
In assigning data's like LL,WL,DL. Is it in the code or you just assign it as you like?
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Sir please make part-2 tutorial on connection & Base plate design for above model....
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how to design a high mast lighting pole structures in staad i getting fail in this please help me out on this if you know
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Hi, I really enjoyed your presentation. It was good. But one doubt, what about all these nodal connections - are these all fixed connections or bolted and/or pin connections? will there be any changes? In the real life, many or most of the connections are bolted/pin connections. Just want to know if there are differences.. thanks a lot.
He must have released the members that are pin connected. This has more emphasis on modeling rather than design.
this is the modelling and loading of industrial warehouse project model only
Vibhor Shukla u dont answer his question at all
The structural engineer has to determine whether nominally pinned or nominally fixed bases are appropriate for the steel frame.
Sir is there any design made by you by use of tapered member pls upload one
yes sure ..!!
thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
what about release moment ? could you tell me, please.
The structural engineer has to determine whether nominally pinned or nominally fixed bases are appropriate for the steel frame.
shouldnt you have assigned truss as truss? or wasnt it necessary?
this is the modelling and loading of industrial warehouse project model only
Sir you selected different sections of steel.
What is the criteria behind it? Is there any rule to select the sections?
Kindly help me
Low Carbon Steel - Composition of 0.05%-0.25%carbon and up to 0.4% manganese. Also known as mild steel, it is a low-cost material that is easy to shape. While not as hard as higher-carbon steels, carburizing can increase its surface hardness.
sir, please please please please please please please upload residential building with staircase and water tank ( combined) in staad pro
this is the modelling and loading of industrial warehouse project model only
sure soon
Nice video but incomplete, anyway thanks dude.
thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
Sir, what is the height, breadth, length, area and size of the structure and what will be the cost for making it?
this depend on design engineer and what a consultant engineer required for the structure to be well strength and area on the project to be done .
Can I get a staadpro design for comparison on preengineered building and conventional steel building
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if we intersec the bracing than we show lots of warning and huge time in analysis sir can you let me why we not intersec bracing ???????????????????
warnings can be removed if you assign and align and join the beam correctly with any overlapping in it ...
understanable detail drawing progrm with system of robotic
yes sure ..!!
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why you didnt chose material , codes and steel take off??
if you want to choose you can it add it up not to worry this is introductory plus designing part :)
very good video congratulations! because not in Spanish would be very good contribution for the Spanish-speaking community
yes sure ..!!
thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :) i have to learn spanish sure ill help you then keep sharing keep liking :)
If u are really expert pls answer all the technical questions tht given by us.tq
yes sure dear :)
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sir can u help me design nd anlysis of pre engg. building as per my need thank u
this is the modelling and loading of industrial warehouse project model only
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How design footing and pedestal for steel structure
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please give all details including connection and foundation design of this warehouse............
if we have this type of project this is not enough.....
yes sure ..!!
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Is it right way of bracing placement
Yes you can choose other alternatives also :)
What option u selcting pls tell mee man
yes sure ..!!
this is introductory part :) share info in next video soon :)
add a full design video of industrial shed. this video showing only modelling. make a video by using indian standard code loading condition and show how to do member design.
thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
Very helpful video..
Can you help by providing video/s explaining in details the followings:
1- Design parameters for steel members using latest AISC code ( like Lx, Ly, Kx, Cb, UNB, etc..).
2- Design parameters for the cold formed members (Z & C shaped) using latest AISI code (Similar to above)
3- For the case where secondary beam with more than one span is supported on top of main supporting beam, how to define the behavior of secondary beam as continuous beam transferring vertical loads only without transferring moment to the supporting beam. Example is cold formed Z members at top of pitched roof main rafter.
this is the modelling and loading of industrial warehouse project model only
Bro how to know each and every member under compression or tension
I will share info regarding it later :)
How to design civil foundation for this peb structure with load reactions
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can you share any
design of shed for hot rolled sections
yes sure ..!!
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can you help us to design by using indian standard code not mexcian code, thanks buddy
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super but you teach only modeling analysis if you add design part it's very very useful to all employees freshers
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Which connection bolted and welding
Modelling purpose You can choose as per your requirement :)
SIR do upload a video on connection design as per indian standard for truss as well as for buildings. If you have any literature do send me
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can i get its generated report for this structure
this is the modelling and loading of industrial warehouse project model only
yeah sure you can generate it .
i´ve learned a lot with with this video and im curius, why do you use Mexican material? was it as an example? o there's a reason?
Pd. I´m Mexican but my professor has told me that we must not use Mexican beams because American beams are better but you use it, now i think you know more than my professor haha
yes i like to design some part in Mexican code & reason is some Indian rcc beams and columns have same code and properties to assign & thanks for appreciating me & your professor must be an intelligent man too :) :)
welcome to india :) :)
Sir how can we know which section is used
this is the modelling and loading of industrial warehouse project model only
welcome thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
Please explain about rolling load
Rolling Loads-
Rolling loads are those loads which roll over the given structural element from one end to the another. You can see many live examples of rolling loads, like a train on the railway track, vehicles on the bridges or roads are rolling loads.
Now to analyse the given structural element for the rolling loads, which classify these rolling loads into the following classes:
(1) Single point rolling loads
(2) Uniformly distributed rolling loads, - a) shorter than span b) Longer than span.
(3) Two point loads at a fixed distance apart.
(4) Several point loads at fixed distance apart.
here you have assinged member intersecting which is not possibble in processs
How remove deflection
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What about steel design parameters
this is the modelling and loading of industrial warehouse project model only
Sir please make pre Engineering structure design please sir
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Sir, please design the tubular truss design by staad pro
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bro how did you record the video ??? Please help
Using Recording software :)
Hi, I find your videos are very useful. Thank you. And can I contact you.
Welcome Keep Sharing and liking with Other Civil Engineering Students :) :)
Pls make design with crane with detail
yes sure ..!!
thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
@@vibhorshukla850 sir plz make a video with crane facility 25tone
@@dharanieashwar2937 welcome thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
How should I take output file for steel take off..because we are faced NOTE -1
Wht about PEB SHADE DESIGN
yes sure ..!!
thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
m from india so m using indian code or mexian sir
indian code :) & you can use British codes too
How to design particular column
Okay ill make video on your suggestion ill make complete video tutorial soon ..!! :)
u r not done steel design and design parameters???
This is for modelling purpose :)
how to download the video
download youtube video from various hd youtube software app available .
Which software used
Staad pro :)
How to design steel closed container in staad pro?
It depends on which type of size & whether circular or rectangle one you are considering for design and choose which type of want and i'll come up with the video of it then ....✔😊🇮🇳 keep sharing keep liking it ✔😊🇮🇳
@@vibhorshukla850 Its a rectangular steel closed container of having L=12192mm,W=2438mm,H=2896mm .fixed at bottom by bolted connections...Which will used to place fire fightning pump..Please provide me solution on that.need all loading combinations...if need any data please let me know.
@@ashkitawaghmode4149 welcome thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
@@ashkitawaghmode4149 welcome thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
design of transmission towers bro
check video playlist
why are you using Mexican code in this design instead of Indian code?
to pass some of the members :)
I am still thinking of why need to design the column as fixed column instead of pinned. Let me know your thoughts. Thanks
This is for modelling purpose dear and using foreign codes just to give idea for those are using international codes and design is done according to requirements of project.
Vibhor, This is Nehal here. we run a PEB service & would like to talk about on projects. can we talk over email or phone...?
thanks for your valuable suggestion .!! email id career.vibhor@gmail.com
How to calculate loads
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SAN YOU PROVIDE CONNECTION DESIGNS PLEASE ?
Yes later :)
Why did u use Mexicoan member
Just for knowledge purpose :)
why didn't we Use Indian Code ??
to pass some of the members :)
sir where can i get this software for free ?
this is the modelling and loading of industrial warehouse project model only
check video playlist
this is the modelling and loading of industrial warehouse project model only
Piratesbay.com
@Vijendra Kumar check playlist :)
@@sureshpeela6216 check playlist :)
Amazing tutorial, though i noticed u were too fast in your procedure. could you do a complete and comprehensive tutorial on an industrial steel warehouse (analysis and design), can i get your personal email address?, i would like to reach you. thank you
vs.fine@gmail.com
Thanks V.S, u are doing good job to civil engineers
kelly danjuma welcome and share video with well I have my email link ask your queries thank you :) :)
sir, the video was very informative but can you upload a tutorial of an industrial structure with a gantry of varying capacity in it. and can u please provide your email id so that I can reach out for help.
welcome thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
Can u explain pls
reason behind taking Mexican option in channel selection ..instead of Indian ...
This is for modelling purpose dear and using foreign codes just to give idea for those are using international codes and design is done according to requirements of project.
execuse me sir ..... this is modeling and analysis of designed structure not designing ....
we need to learn how to choose the sections of steel after modeling structure and putting the loads
This is for modelling purpose dear and using foreign codes just to give idea for those are using international codes and design is done according to requirements of project.
Hai sir ur video is fantastic I need a Lil help from you as I am a civil engineering student and I want to do project on this topic my did not have any guidance regarding this issue can u please send me a video on this topic in more detail that means step by step process sir please don't delay your video will save my project which I have to submit with in 2 weeks I you give me a reply comment I will give you my mail id please sir don't forget my request
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Ur model technically not right bcz location of vertical bracing, plan bracing ,column orientation not right.
Useful for modelling and loading purpose :)