It's important for time saving and Awesome tutorial. Thanks for sharing and during analysis result of the column interaction get large and why happen this? .
Thanks for your videos boss. I have question about lateral buckling values . Why you didn't take into consideration that rafters fixed with sheeting this mean no lateral buckling
Normally rafters are connected to purlins or girts. In case the sheeting is connected directly to beam or rafter, you can consider there’s no lateral buckling at the top flange.
@@EngineerHunter boss please I have another question. when you define a parameter for a column why did you choose purlin z to resist buckling kz (this not a strut beam to resist buckling in this direction )
If You meant DAM and Effective Length Method, the main difference is you can use K = 1 for DAM but you have follow the instructions of DAM. There’re many more differences.
@Engineer Hunter boss please I have another question. when you define a parameter for a column why did you choose purlin z to resist buckling kz (this not a strut beam to resist buckling in this direction )
In this video, I only focused on main frame members, meaning that i assumed the brace members were okay to be used as brace members. However, we need to check the brace members as well either strut beam or purlin.
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It's important for time saving and Awesome tutorial. Thanks for sharing and during analysis result of the column interaction get large and why happen this? .
Awesome tutorial, thanks a lot
Thanhks.!!!
good job
Have you perform the Design for Purlins and girts
Thanks for your videos boss. I have question about lateral buckling values . Why you didn't take into consideration that rafters fixed with sheeting this mean no lateral buckling
Normally rafters are connected to purlins or girts. In case the sheeting is connected directly to beam or rafter, you can consider there’s no lateral buckling at the top flange.
@@EngineerHunter when I watched video for second time I understand this. Thanks for your good tutorials boss. Please boss can you write your mail
@@EngineerHunter boss please I have another question. when you define a parameter for a column why did you choose purlin z to resist buckling kz (this not a strut beam to resist buckling in this direction )
Thanks for sharing! can you explain how difference between Direct Analysis Method or normal analysis in Autodesk Robot steel warehouse analysis?
If You meant DAM and Effective Length Method, the main difference is you can use K = 1 for DAM but you have follow the instructions of DAM. There’re many more differences.
@@EngineerHunter Thanks
@@EngineerHunter do you have written material for this? please share the website.
method of direct analysis, I don't see any p-delta analysis?
Once you choose DAM, the program will include P-Delta effect.
@Engineer Hunter boss please I have another question. when you define a parameter for a column why did you choose purlin z to resist buckling kz (this not a strut beam to resist buckling in this direction )
You can use a strut beam to resist buckling of member as well.
@@EngineerHunter in your example are we should put struts or purlins will work as struts to overcome kz buckling
In this video, I only focused on main frame members, meaning that i assumed the brace members were okay to be used as brace members. However, we need to check the brace members as well either strut beam or purlin.
@@EngineerHunter thanks for your response. You are doing great work in your videos please continue