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thank you for your helpful and efficient videos. I would like to have access to your Excel files which are used in this video.(I have already sent you an email). Also it would be really great if you make a playlist for these videos. thank you again.

isn't that lead to the least conservative value?

Thank you so much for your explanation. It was handy for me, and at least I understood the mechanism of wind load that affected the steel structure.

Great Explanation Sir. Thank You!

May i know what is the difference between Case 1 and Case 2 in roof pressure calculations?

Sir i need the excel sheet please help

❤

when do we do the beam end releases?

Thank you for the example, but can you please verify that the qz computed at the beginning of the video is ASD, and that the wind speed is ULT?

Create a complete series of theoretical videos like these and practical videos like design the solar structure using staad, sketchup and skelion, and pvsyst! Please!

I must say best video online for solar structure design!

Can any one explain when h/l value is in between 0.5 and 1 then how to calculate cp value of roof

Thansk for amazing video....i have a little question about roof wind ln case multi storey structure. Should we apply for each storey roof separately ?

Thank you for your thorough review. None of the other videos actually go into the examples start to finish. They only tell us what we can already look up. I am definitely subscribing to your channel.

On 12:04 I dont get it,.. What the meaning of "0 to h, h to 2h, and > 2h". what I know i the letter h is elevation, but why in that video, h is defined as wind pressure based on length of building

Jizak ALLAH. kindly share excel sheet. I have sent you request on your email for that.

please can you send me this Excel Worksheet ?

In designing the rules, it will be better for me to learn from them. I hope that you will provide lessons for us. May God reward you with good. 😅

Do you use design for SolidWorks?

هل تستخدم التصميم لبرنامج سوليد وركس

السلام عليكم

Thank you so much! if you could share your excel file please

Hi. Please share excel sheet with me. I have send you the mail.

Job well done! What a legend you are

How can I contact with you

Thanks sir could send me excel file with my appreciate

Anyone Solar design engineer is here. I want to make design for my some of solar projects. Upto 25kW. I have 20 projects right now.

wait for next videos

thanks, waiting for the next videos

Thanks for your effort sir, it helps us a lot. kindly upload more videos for wind load calculation for different structures.

Do you offer any course for solar structural design? Also is there any way to get the excel sheets for wind & snow load calculations?

do you do analysi of the solar tracker too?

Could you pls make a video about cabling in PV Panel structures?

This is a very well-explained instructional video. I do not deal with wind loads on a regular basis, but on occasion I have to review plans for shade structures or such things. My area experiences a very CONSTANT wind (very strong at times), so I have noticed over the years that structures typically fail here over time from FATIGUE rather than the strength of the wind or gusts. Does ASCE-7 or UBC 97 take that "frequency" of winds into consideration? I am looking through ASCE-7 now, and do not see anything to specifically address it. Thank you.

I have been looking for something like this for a while, thank you

Woooooohuuuuu

Dónde está el video con un ejemplo de esto ??

Please, try to translate to english. (Real english)

how did you convert that projection

Please send me excel sheet i have sent the mail

Why did you use Real dimension for 0.5L? The standard says L is the dimension of roof in along-wind direction (horizontal) so shouldn't that be the projected dimension?

AOA i have email you kindly can you send me this excel file

It would be helpful to keep the cardinal directions throughout the video for reference purposes. thanks.

Very detailed and well prepared video. Thanks for taking the time to prepare.

Thank you for video, very helpful and best video for wind load calculation. There is one question i have to ask ...Determination of external pressure coefficient, for wind direction W-E or E-W , L/B should be 85/40. because L is the horizontal dimension of building parallel to wind direction. Please make me correct if i am wrong. Regards

this is a very informative video!

The wind directions used do not correspond to your values used for L and B. Also the values shown for velocity pressure, qz & qh, are incorrect.

Hi.. Can you send excel calculation please?

Sir Please send cad drawing file

Hello I want an excel sheet for this video