I find it interesting that the windward load varies based upon the height, but the side walls does not. Also, at the base the side wall load is greater than the windward loading
how to calculate wind load on "OPEN BUILDINGS"?? cant find anything and the info on 7-10 ch.27 is not very helpful. There's no table for such a case. Also, i would imagine for an open building (no walls, or less than 80% enclosure) there are two cases of pressure on "roof" (could be roof without ceiling or it could be roof with ceiling, or it could be roof with partial ceiling). one case would "suck the roof" from the top (the normal negative wind pressure on roof), and a second case would be the load from wind coming into the building and "pushing up"? or should we assume it "flows through"? , I mean, if there are walls, but less than 80% enclosure, i can picture air pushing the wall and then flowing up into the ceiling or roof. So what's up with that? thanks
Thanks a lot... Sir i have a problem, a car parking structure which is cantilever of 5.8m both side at a degree of 10.. surface not like a wall how can calculate the wind force... Kindly update...
This seems to answer you question: communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/20926/wind-load-on-inclined-member
Hello is this calculation for walls (wind load on facade) right? It is not for roof? I confused in some videos there are zones like Z1,z2...üü Thank you for video
I find it interesting that the windward load varies based upon the height, but the side walls does not. Also, at the base the side wall load is greater than the windward loading
do you add the two loads of the two sides? thank you
Sir, How did you get the min. Pressure at the lower end of windward wall as 29.6 lb/ft2?
how to calculate wind load on "OPEN BUILDINGS"?? cant find anything and the info on 7-10 ch.27 is not very helpful. There's no table for such a case. Also, i would imagine for an open building (no walls, or less than 80% enclosure) there are two cases of pressure on "roof" (could be roof without ceiling or it could be roof with ceiling, or it could be roof with partial ceiling). one case would "suck the roof" from the top (the normal negative wind pressure on roof), and a second case would be the load from wind coming into the building and "pushing up"? or should we assume it "flows through"? , I mean, if there are walls, but less than 80% enclosure, i can picture air pushing the wall and then flowing up into the ceiling or roof. So what's up with that? thanks
Thank you so much sir...
very informative thankyou sir
Thanks a lot...
Sir
i have a problem, a car parking structure which is cantilever of 5.8m both side at a degree of 10.. surface not like a wall
how can calculate the wind force...
Kindly update...
This seems to answer you question:
communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/20926/wind-load-on-inclined-member
Hello is this calculation for walls (wind load on facade) right?
It is not for roof? I confused in some videos there are zones like Z1,z2...üü
Thank you for video
why did not you apply the wind on the roof as an uplifting wind force ?
Sir thanks a lot for your kind information…
I want to know load combination for steel building as per standard
Refer ASCE 7
@@BoldLearning sir can you share link for asce7 for download..
@@mohdshadab-ug2ut did you get it ? if yes , do share it
thaank you sir
Good job!
Thanks
Thank you very much!
thank you so much .
Thanks
Thank you bro
Great