Great! I just feel like wind load are quite complex maybe I should say tedious. This envelope method I found is like most convenient method. I am probably going to use automation method in STAAD and compare with this simplified method. @@QuickQuestionEngineering
Thanks! I personally think seismic is more complicated, especially due to all the extra detailing and requirements. I guess it also depends on what you do more at work
Please do topics on connection for all members. How to calculate spacing simpson h2.5a, a34clip, nailing spacing,etc., i have confusion on designing this due to what load to be consider and procedure for calculation.
thanks for this video! It 's really useful for me!
Thank you!
thanks a lot!
very informative and clear video, keep it up man!
Thanks! I hope to post the next videos on this series soon
Great! I just feel like wind load are quite complex maybe I should say tedious. This envelope method I found is like most convenient method. I am probably going to use automation method in STAAD and compare with this simplified method. @@QuickQuestionEngineering
Great video. Wind is so much more complex than seismic. Lucky most of my design is seismic governed
Thanks! I personally think seismic is more complicated, especially due to all the extra detailing and requirements. I guess it also depends on what you do more at work
@@QuickQuestionEngineering true. Way more requirements
Bravo!! for me, It was a perfect explanation. I hope you can show us the other methods or someone else can tell me where I can find them.
I posted videos for three methods on this playlist. Only one left now which I’ll post soon. Thanks for watching!
Obrigado
De nada!
Please do topics on connection for all members. How to calculate spacing simpson h2.5a, a34clip, nailing spacing,etc., i have confusion on designing this due to what load to be consider and procedure for calculation.
That’s a great idea! I’ll add this to the list for future videos. Thanks for watching and for the feedback!