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...
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
@@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?
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.
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.
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 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.
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
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?
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.
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.
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.
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 .
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 :)
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.
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 :) :)
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.
please give all details including connection and foundation design of this warehouse............ if we have this type of project this is not enough.....
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.
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.
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.
Design to Bata bhai, main part jo karna tha wohi nahi kiya Modelling to koi bhi kar lega Aur ye Mexican code kyu select kiya? Why didn't you design it according to Indian code? Pata chalta ki kaunsa section kaha Lena hai
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
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 ..!! :)
Very good information...
Thank you very much :)
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 ..!! :)
Very good informative and learning video?, how can we check the selected member is adequate or optimized member ?
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
How to design civil foundation for this peb structure with load reactions
welcome thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
Which connection bolted and welding
Modelling purpose You can choose as per your requirement :)
Is it right way of bracing placement
Yes you can choose other alternatives also :)
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 ..!! :)
After designed the warehouse how to take the data's lik what kind of sections should be use in site.. plz reply. Thank you..
welcome thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
Highly helpful 😃
arushi shukla thanks you 👏👏👏👌👌💐💐
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.
How to design the peb structure depending upon loads and span of wear house? Also the beam design calculation
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 ...✔✔
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
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 ..!! :)
thanks you j helpful video good job
yes sure ..!!
thanks for your valuable suggestion :)
bro how did you record the video ??? Please help
Using Recording software :)
This is wonderful
thanks for your valuable comment ..!! :)
In assigning data's like LL,WL,DL. Is it in the code or you just assign it as you like?
welcome thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
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 ..!! :)
Thanks for the tutorial.
Please explain the PreEngineered Building ( PEB ) including RCC foundation below below steel columns
SAN YOU PROVIDE CONNECTION DESIGNS PLEASE ?
Yes later :)
How design footing and pedestal for steel structure
welcome thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
Can I get a staadpro design for comparison on preengineered building and conventional steel building
welcome thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
Why did u use Mexicoan member
Just for knowledge purpose :)
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 ..!!
If u are really expert pls answer all the technical questions tht given by us.tq
yes sure dear :)
welcome thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
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 ...
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 ..!! :)
shouldnt you have assigned truss as truss? or wasnt it necessary?
this is the modelling and loading of industrial warehouse project model only
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 :)
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.
super but you teach only modeling analysis if you add design part it's very very useful to all employees freshers
welcome thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
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 ...!!
u r not done steel design and design parameters???
This is for modelling purpose :)
Thank you sir
Welcome:):)
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 ..!! :)
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
How to design particular column
Okay ill make video on your suggestion ill make complete video tutorial soon ..!! :)
here you have assinged member intersecting which is not possibble in processs
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 ..!! :)
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.
Which software used
Staad pro :)
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 :)
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 :)
What option u selcting pls tell mee man
yes sure ..!!
this is introductory part :) share info in next video soon :)
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.
How should I take output file for steel take off..because we are faced NOTE -1
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.
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 ..!! :)
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
welcome 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 .
why are you using Mexican code in this design instead of Indian code?
to pass some of the members :)
Sir please make part-2 tutorial on connection & Base plate design for above model....
welcome thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
How to calculate loads
welcome thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
thank you .make tutorial design for seismic load (dynamic and static analysis )
Welcome Keep Sharing and liking with Other Civil Engineering Students :) :)
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 .
can you share any
design of shed for hot rolled sections
yes sure ..!!
thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
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 ..!! :)
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 ..!! :)
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 :)
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 ..!! :)
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 .
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
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 ..!! :)
thank you very much bro
welcome keep sharing keep liking :)
understanable detail drawing progrm with system of robotic
yes sure ..!!
thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
can you help us to design by using indian standard code not mexcian code, thanks buddy
thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
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 :) :)
Bro how to know each and every member under compression or tension
I will share info regarding it later :)
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.
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 ..!! :)
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
welcome thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
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 ..!! :)
Sir, please design the tubular truss design by staad pro
welcome 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 download the video
download youtube video from various hd youtube software app available .
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 ..!!
thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
Thanku so much
yes sure ..!!
thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
How remove deflection
thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
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.
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 ..!! :)
why didn't we Use Indian Code ??
to pass some of the members :)
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 ..!! :)
Sir please make pre Engineering structure design please sir
welcome thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)
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
Why you use Mexican code ??
For to get knowledge of foreign projects using their codes :)
For to get knowledge of foreign projects using their codes :)
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 :) :)
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.
What about steel design parameters
this is the modelling and loading of industrial warehouse project model only
Thanx u so much
tushar randive welcome keep sharing keep liking.
Can u explain pls
Design to Bata bhai, main part jo karna tha wohi nahi kiya
Modelling to koi bhi kar lega
Aur ye Mexican code kyu select kiya?
Why didn't you design it according to Indian code?
Pata chalta ki kaunsa section kaha Lena hai
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.
Ur model technically not right bcz location of vertical bracing, plan bracing ,column orientation not right.
Useful for modelling and loading purpose :)
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
He has used Mexican sections if learning to design using interactive steel design or using Indian standards please don't refer this
Useful to know international codes :)
design of transmission towers bro
check video playlist
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
welcome thanks for your valuable suggestion ill sure make video on your suggestion ill make complete video tutorial soon ..!! :)