Industrial Steel Warehouse Design and Modeling in Staad Pro V8i

[@ivandc1908]

Its a big help! Thank you so much! I did pass my job interview because of this. ❤❤❤

[@samiuddin9568]

thank u sir, it is a good video, but i recommend u one basic introduction training like why we provide haunch,tapered section,bracing,rafter, truss ,pipes

[@irwankurniawan1737]

Thanks for your efforts in making this video. However we need to use REPEAT LOAD instead of LOAD COMBINATION. Also for the rafter design in this case we must consider the LZ & LY parameters since you have made the rafter segmented. We also need to conduct Direct Analysis Method. In AISC 360 this method is stipulated in Chapter C. Thanks.

[@CharithRajhighspirit]

Mr. Irwan in this video why he has not considered wind load in Z-direction. I just wanted to know your opinion.

[@jessyaji1602]

Thanks a lot for sharing your knowledge. It is very useful

[@ganeshmalagi8012]

Getting Good Knowledge

[@mirzaabdulrahmanbaig477]

Thank your very much sir. Thankyou again for valuable information.

[@sabbirhasan3609]

Well explained, a great tutorial to learn. Keep it up :)

[@zian.2493]

This is helpful and informative.

[@mohammedadilali8572]

Make a video on RAM connection also for making connections to steel members.

[@azmat_waseem]

Greetings... Please do a modeling, analysis and design of builtup columns, gantry girders, trusses, etc.,

[@sandeeproy5410]

Thank you so much for this video.

[@engr.md.shahabuddin562]

Thank you for sharing

[@avinashgupta6572]

Thank you for the video. Can you please upload one with EOT crane in consideration?

[@limastar612]

Great video , but you need to use Repeated load with Tension Member instead of normal combinations , because in your case Tension Member still Producing Compression force and affecting the design result

[@manjeetkumar12]

Thanks bhai.. Really loved it.

[@vendrasriramasetti23]

Tnq ....use full video jioi

[@maheshkadam4814]

very nice

[@MazharulIslam-jn7io]

Thank you so much.

[@harshavardhanap3399]

It's helpfull video I have one question y is that purlins have not considering will doing memeber placement???? ..can u plz do a complete design and analysis procedure of IS Codes with explanations of load assigning and resign of load assigning means y particular that load for the wear houses .. since I am a mechanical student I wanted to understand it so plz help me out.

[@alaminakhnd0798]

great video and thnx a lot

[@masteringincad8089]

your tutorials are really awesome, and simple to understanding. i am having some different issues, can we talk.

[@vasubhadania]

How can we design connections further....!? I mean welded connections or bolted connections...

[@subscriberyoutube5389]

very usefull, thank you so much

[@mohamedanas1152]

100 th comment🔥

[@CharithRajhighspirit]

Hello sir, very simple and nice video... please tell why have you not considered wind load in Z-direction.

[@mdshahzamankhan46]

boss please make a video tutorials for design connections by using Microsoft excel from the value of staad pro model , thanks a lot

[@mdtariqulislam2795]

Thanks

[@prashantvilayatkar9903]

Hi..Thanks, it was really a nice video to try modelling. I have a question, during post processing there were some beams / rafter whose value were more than 1 so you changed particular member size and again did run analysis. It brought some members value below 1, but there were still some member which were not green (or the value were more than 1). Why so??? And Do we need to do anything again for that? Pls respond. As I'm in a learning stage of Stadd Pro. Thanks again!!!

[@kiranhubli3397]

Bro, knowledge worthy vedio, but also share that excel sheet which you have prepared.

[@eyayudires8039]

Thank you so much. Can I gate design of Industrial warehouse design using euro code 3 in staad pro video tutorial

[@harikrishnanshanmugam3654]

How do with middle support with bracket and bolt details

[@ayhanmehyar2156]

nice video but your rafter sections are messed up after splitting them, also tension brace won't work if you combine your loads this way and finally you didn't assign Kz for columns

[@vikenshwaran3585]

Dear sir, Really Good thank you lot, Can i get wind force calculation LX?

[@nareshpatil743]

Hello sir, great explanation. one thing I wanted to know how to assume the tapered section length. if we don't columns at the gable end. also, you not considered purlins in modeling. please reply me as early as possible.

[@onlysooth1806]

How to add load of Steel Sheet, which is use for cover the Wearhous.? Or it's not required?

[@samimajumder9640]

Thank you for the video. Can you tell me the thumb rule for estimation of qty of steel in per sft

[@sivaraajvardhinedi8916]

Sir, we need steel Quantity Estimation for same ware house building

[@mdshahzamankhan46]

Boss hope that you will show connection design in excel sheet

[@hiyabirla9845]

Have rafters checked for deflection in this model? If not how to check please explain

[@HabiburRahaman-hr4jn]

Sir how can I download this excel sheet, Its can't download. Please help

[@vijithnaik6612]

Sir plz change the starting music...its more terrifying then race 3 or conjuring

[@ponyongangel2382]

Hello sir, that's cool although there are some failed member on your design..

[@QualityStructurals]

sir, can u do the same of Pre Enhineered building for the Multispan. It will we very use full for us sir

[@junaidfarooqui4389]

Sir while design stadd shows design of tapered member is not supported what can I do sir?

[@benedictoevangelista1597]

Re-run your model using a newer version of STAAD

[@MohamedHassan-pg7sw]

why didn t you take into considration wind 90 degrees maain direction also

[@shahbazbagali5824]

Hello sir thanks a lot for this model...i just wanna know can we design through our indian code or else can u please share video related to pre engineering building and its analysis through IS code

[@sairammudumba2164]

You have to release moments to bracings also but you did not so that why ?

[@md.atiarrahman1311]

Dear pls make a video about your xls sheet how to calculate here

[@reybalzatorno7493]

Hi sir I think you forgot Nodal Loads ,Dead load for the side Purlins and G.I. Sheet Wall?

[@himeshsenanayake8640]

Sir, Is there any software you know for tapered column and tapered beam connection design?

[@imtiazahmed8174]

Thanks for the amazing tutorial. Can you please give the excel file for wind load? And the drawing layout in AutoCAD please?

[@roadsidemedia8624]

Thanks bro..can you please give me a excel IS 875 wind load calculation for warehouse

[@vineetkumar9321]

Sir please share how to calculate loads

[@velrajkumarg8119]

Super bro. But how to Design the section bro..

[@structuralbd]

What section?

[@velrajkumarg8119]

@@structuralbd Tapper section as well as joint bro

[@vikastiwari-ow4ci]

plz explain why assign pin support ?

[@sandeeproy5410]

Sir, can you explain the wind load calculations.

[@kishorepalo3581]

Please share the complete design data sheet

[@limecoax]

Brother God Bless You. Any changes to upload Prokon? Design Model Industrial Warehouse Design

[@kunalpatil7146]

You uploaded a video that helped us better, but you are not explaining things, terms, loading properly. You are just showing how it's done. We should too understand technical part behind every consideration in this model.

[@yonglu2526]

Hello Sir, Which country are you? Sometimes I hardly catch your vocie.

[@rohit678910]

do u have any mono slope roof design???? if u have pls update it soon

[@lovelysrivani9707]

How to add stiffeners in steel warehouses can anyone know

[@shalinimundra3042]

hello sir, what is differece between partial release and release.

[@hiyabirla9845]

In partial release end will take percentage of moment and in release end will not take any amount of moment

[@hiyabirla9845]

No need to define Lz and Ly??

[@rohit678910]

My Dear.... mono slope roof wind calculations also update....

[@MohamedHassan-pg7sw]

please kindly send me the excel sheetfor wind load calculations

[@abir021]

ASSALLAMUALAIKUM, DEAR SIR CAN U PLZ UPLOAD DETAILS ABOUT CONNECTION DESIGN.

[@gopinathreddy687]

What about connection design

[@structuralbd]

Use any other software. I do manually

[@eliasversatile1]

sir thanks for this great video, can i get its staad editor file please.

[@rajanikanthdn4898]

can you please shoe me design and analysis of frame structure

[@structuralbd]

Which type of frame structure?

[@akshayrodgepatil]

How to calculate wind load on excel ?

[@subhankarbanerjee4138]

Sir, What about roof sheeting?????

[@Er.Praveenraj]

He already considered in roof dead load itself i think (Purlin+Sheeting)

[@mohanadhabh772]

which code u use ?

[@structuralbd]

American code

[@davisabraham3327]

CAN YOU SHARE THE SPREAD SHEET PLS.

[@structuralbd]

Download from description

[@HabiburRahaman-hr4jn]

@@structuralbd Sir didn't download from this link

[@rohit678910]

mono slope roof

[@abuhanif5371]

Cad file ta dite parben?onek help hobe amar

[@SonNguyen-qw9kj]

you did not modify effective lengths (Ly, Lz) of rafters and columns, this will get your design result wrong sir!

[@vikashkumarsharma9570]

sir..tell me how calculate slope 1.5 from 1/10

[@structuralbd]

Slope is 1:10, Divide the half of span by 10(Keep the unit any either mm or ft the result will be as per your unit)

[@vikashkumarsharma9570]

@@structuralbd ..thanks..sir..your video is very helpful for understand how to actual work on staadpro.

[@vikashkumarsharma9570]

sir, make some video on pre engineered building project in steel structure..and i request you next time show all calculation .

[@vikashkumarsharma9570]

calculation in written as like all load calculation , bending moment and shear for diagram which is help for understanding design.

[@parmbirsinghgill3603]

How to draw purlins?

[@structuralbd]

The way I have shown, no need to draw purlin. However you can draw purlin like beam but design parameter should be changed then.

[@parmbirsinghgill3603]

@@structuralbd thank you😃

[@parmbirsinghgill3603]

Can you please teach me how to decide the rafters and columns sizes( like web , flange etc etc.)?

[@structuralbd]

@@parmbirsinghgill3603 It depends upon size available used in your country. Plate thickness is 5,6,8,10,12,16,20,32 mm and width is 150-275. Depth usually 250-1000. But they are none fixed

[@parmbirsinghgill3603]

@@structuralbd thanks for considering my questions but my question is that suppose we have building with 50m span now how to decide the sizes for column and rafters?

[@abuhanif5371]

Written part disturb me to understand

[@masteringincad8089]

issues in staad-pro.

[@Divyavishnoi2010]

Can you share Excel sheets of load calculation on ware house

[@structuralbd]

Check the video descriptions

[@rabbaniubedullahkhan7667]

It's waste of time don't watch it...he will confuse u a lot even for simple modeling he will delete and assign n number of times. Waste of time

[@mdshahzamankhan46]

boss please make a video tutorials for design connections by using Microsoft excel from the value of staad pro model , thanks a lot