Low Slope Roofing Wind Design: ASCE 7-16 Calculations

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SOPREMA USA

Күн бұрын

Пікірлер: 27

@rog78920 21 күн бұрын

This was amazing! Thank you

@josetomasrodriguezcardenas263 3 жыл бұрын

How wonderful to meet a person who explains with this passion, I felt that I was studying again at the university, thank you very much for your content

@SopremaUSA 2 жыл бұрын

Thank you for the feedback. Let us know how we can help. soprema.us/contact-us/

@MITERMAN1212 4 ай бұрын

Explains it very well !!

@alial-smadi8796 2 жыл бұрын

Amazingly straight to the point and easy to understand. Thank you Darren.

@SopremaUSA Жыл бұрын

Thank you for the feedback. Let us know how we can help. soprema.us/contact-us/

@mariagonzalezbracho2315 2 жыл бұрын

I told you in English and I told you in Spanish, Wonderful Video! I understood perfectly all! Thank you so much! Maravilloso video! Entendi todo perfectamente! Muchas Gracias!

@SopremaUSA Жыл бұрын

Thank you for the feedback. Let us know how we can help. soprema.us/contact-us/

@33cmane 2 жыл бұрын

Thank you this was much help, can you please help me to understand why we reduced the wind to 0.6 for ASD use?

@jarednance5502 2 жыл бұрын

This was super helpful

@SopremaUSA Жыл бұрын

Thank you for the feedback. Let us know how we can help. soprema.us/contact-us/

@hansdavid9616 2 жыл бұрын

Thanks for this Darren!

@SopremaUSA Жыл бұрын

Sure Thing! Let us know how we can help. soprema.us/contact-us/

@alfredonski 2 жыл бұрын

Those an open structure, like a free standing wooden pavillion with a single pitch roof, have less uplift load than an enclosed structure of the same size? A friend of mine recently told me that the wind "flows right through it" so its not as bad.

@armantatar7842 Жыл бұрын

Very good presentation.

@SopremaUSA Жыл бұрын

Thank you! Let us know if we can provide you with any building envelope solutions.

@siyaksharifi5808 2 жыл бұрын

So helpful

@SopremaUSA 2 жыл бұрын

Thank you for the positive feedback.

@AKAlex66 2 жыл бұрын

Which section you would use from ASCE7-16 for wind load on stand-alone canopy and canopy attached to the building? Thanks

@GoranAdil Жыл бұрын

Allowable stress design p= Ultimate Desing Pressure*SQRT (0.6).

@oimpe 3 жыл бұрын

If you're converting your pressures to ASD, after multiplying by .6, do you still apply ASD load combinations factors? For example .6D + .6W? Great Video!!

@Rheynez 3 жыл бұрын

Nope, just the 0.6 one time. The 0.6 he showed at the end of the video is from the ASD load combos. All ASD load combos have wind factored at 0.6, so sometimes it's a bit of a shortcut to just multiply your final wind pressure by 0.6 and know that's the value you will be designing with

@oimpe 3 жыл бұрын

@@Rheynez thanks for the reply!

@SopremaUSA 3 жыл бұрын

@O. Ivan thank your for your question and feedback. Thank you @Rheynez for the accurate response. Let us know if we can help. soprema.us/contact-us/

@hamdymahboub9457 3 жыл бұрын

Hi After getting the presure, how can I chose my system? For example, if I've got 60 psf and my client asked for 2 ply roofing membrane system, what is my next step ?

@darrenperry6188 3 жыл бұрын

The next step is to find a roof system that has been tested in a test lab that can withstand -60 psf. These are published by FM and by other 3rd party agencies. Please contact SOPREMA if we may be of help! 800 356 3521

@SopremaUSA 3 жыл бұрын

Thank you for the reply @Darren Perry . soprema.us/contact-us/