How to work out wind bracing sizes for portal frame

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[@georgen9755]

To view dots you have to change the dimensions
If you change the settings for the dots you will get resolution that will not stress your eyes and MAC address for the volume to hear your audible voice .......
Thanks for these videos
More than the educational purpose there are advantages beyond just watching
Explore and find the dimensions for the pen size

[@efy5aru]

Excellent video. Please can you do an example on wind girder for a portal frame. Thanks

[@nirmalrana3538]

Appreciated.

[@pavithrakarthik9504]

Excellent video. Can you also please do a video on how force is transferred from roof bracing to vertical side wall bracing. Thanks in advance

[@hilaengineering1648]

great video,
do you have example for wind load on curved roof

[@michaelchomba2292]

Splendid! Clear and concise explanation.Wud you do a video on bolted roof truss connection? Thanks in advance.

[@StructuralEngineerCalcs]

Thank you for your feedback. It's been added to the list :)

[@SpaDerola]

would you also consider bending at all in these members?

[@ridwantician]

What standard are you using for this calculation? Where are the tables from?

[@king0vdarkness]

Hi, any chance you can do the roof bracing for portal frames too?

[@WS-lt4nd]

where did he get the information for bracing resistive forces
??????

[@amrsleiman2551]

What is the 0.163 it represents what and where did it come from?
Also thanks for the simple and awesome videos...

[@arazamin7145]

Typing error it should be 0.613 it clearly says at 1.09 minute. Raw (p) is the density of air taken as 1,226 kg/m3 in accordance to National Annex (NA to BS EN 1991-1-4:2005). Whereas, qb=1/2 p (Vb)^2 = 0.613 Vb^2

[@bayankawamleh3447]

what is the allowable stress?

[@sshivan.v7188]

May I know why for wind pressure is 1.2* (0.7+0.3)

[@michaelacheampong2869]

The Windload load is incorrectly written as 0.163 xV(squared) instead of 0.613x V(squared) 1:23

[@michaelacheampong2869]

@@martinprice6822 Yeah it is, thanks for the response

[@hanimahfidz8317]

May I know what's the 0.613 is about? is there any table we need to refer?