How to work out wind bracing sizes for portal frame

  Рет қаралды 25,311

Structural Engineer Calcs

Structural Engineer Calcs

Күн бұрын

Пікірлер: 18
@georgen9755
@georgen9755 Жыл бұрын
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
@efy5aru 3 жыл бұрын
Excellent video. Please can you do an example on wind girder for a portal frame. Thanks
@pavithrakarthik9504
@pavithrakarthik9504 3 жыл бұрын
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
@Hila-Engineering
@Hila-Engineering 3 жыл бұрын
great video, do you have example for wind load on curved roof
@michaelchomba2292
@michaelchomba2292 3 жыл бұрын
Splendid! Clear and concise explanation.Wud you do a video on bolted roof truss connection? Thanks in advance.
@StructuralEngineerCalcs
@StructuralEngineerCalcs 3 жыл бұрын
Thank you for your feedback. It's been added to the list :)
@amrsleiman2551
@amrsleiman2551 2 жыл бұрын
What is the 0.163 it represents what and where did it come from? Also thanks for the simple and awesome videos...
@ovi19k
@ovi19k Жыл бұрын
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
@SpaDerola
@SpaDerola 2 жыл бұрын
would you also consider bending at all in these members?
@ridwantician
@ridwantician Жыл бұрын
What standard are you using for this calculation? Where are the tables from?
@WS-lt4nd
@WS-lt4nd 7 ай бұрын
where did he get the information for bracing resistive forces ??????
@michaelacheampong2869
@michaelacheampong2869 3 жыл бұрын
The Windload load is incorrectly written as 0.163 xV(squared) instead of 0.613x V(squared) 1:23
@michaelacheampong2869
@michaelacheampong2869 3 жыл бұрын
@@martinprice6822 Yeah it is, thanks for the response
@hanimahfidz8317
@hanimahfidz8317 Жыл бұрын
May I know what's the 0.613 is about? is there any table we need to refer?
@bayankawamleh3447
@bayankawamleh3447 Жыл бұрын
what is the allowable stress?
@sshivan.v7188
@sshivan.v7188 2 жыл бұрын
May I know why for wind pressure is 1.2* (0.7+0.3)
@king0vdarkness
@king0vdarkness 3 жыл бұрын
Hi, any chance you can do the roof bracing for portal frames too?
@nirmalrana3538
@nirmalrana3538 2 жыл бұрын
Appreciated.
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