Відео

Great foreknowlede video

You have very nice way of talking, explaining and clear voice.

Hello, Thank you for this video it is super helpful! In my understanding the "Effective Wind Area, ft^2 (m^2) on the horizontal axis of the chart is referring to the zone 1', 1, 2, and 3 areas. And the (GCp) for each each zone must be selected based on these "Effective Wind Area" for the corresponding zone. For example if my Zone 1' area is 1000 ft^2 then the GCp = - 0.4. Am I correct?

pre-cut wasn't much quicker, a whole 4 minutes isnt much quicker

Does it matter if it overspills?

This was amazing! Thank you

Darren and Soprema... tyank you for such a simple to understand and precise explanation of the various factors that go into calculating low slope wind speeds. Very much appreciated!

is this directional procedure or envelope procedure sir ?

Explains it very well !!

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Great!

Wow! nice

Do you offer an HDPE solution? Bitumen is kinda last decade...

So how does this system work when you have tapered insulation? I'm looking at a job right now where the tapered will be 16.5" at the outside parapet down to 6" for the base layer. Don't see how fastening can work. You'd need many different lengths of screws up too approx 18". Would it not make more sense to fasten the base layer and duotack the rest and use a conventional base and cap sheet?

Great video. In Fig. 30.3-2A, why didn't you choose GCp as a function of the Effective Wind Area?

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

Excellent and precise explanation with an example that I have been struggling to know the application of the wind pressure calculated until I watched your video. Thank you.

Why are they putting the duotack down short ways and not long ways as in their instruction manual!!!

for climate building zone 5 for osb sheathing what do yo recommend for liquid applied WRB going directly on the OSB and under comfortboard 110

Or like just don’t have three pipes penetrating a flat roof millimetres apart

Very good presentation.

Nicely done, slides and presentation were clear .

When will this product be available on Canadian market?

Surely this isn't the current method endorsed by Soprema

honest to god this is a stupid good product

Thanks for this Darren!

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

This was super helpful

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

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.

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

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!

So helpful

Very good

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

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!!

Great

Why do we get GCp values when effective wind area of 1 ft^2??

Roofing is for ever !!!!

I watched this for my college course CNST-330

Sir, can you share the link from which I can pull the basic wind speed ? I'm a developer and didn't know these stuff well but need to work on a system that uses this. Please help me with that.

good explanation

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 ?

Go chemlink where to buy this awesome product

Is this product compatible with TPO roll out roofing membrane ?

Well done and easy to understand. Thanks for sharing!

Thank you Soprema