Autodesk Robot Structural Analysis : Steel Warehouse Design Part 3

[@hamidanghaie5197]

Awesome tutorial, thanks a lot

[@pythoncnc2411]

good job

[@awethaileyesus9305]

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? .

[@congty9772]

Thanhks.!!!

[@huzaifanakhwa7659]

Have you perform the Design for Purlins and girts

[@aymanammar150]

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

[@EngineerHunter]

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.

[@aymanammar150]

@@EngineerHunter when I watched video for second time I understand this. Thanks for your good tutorials boss. Please boss can you write your mail

[@aymanammar150]

@@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 )

[@quynguyenba3380]

method of direct analysis, I don't see any p-delta analysis?

[@EngineerHunter]

Once you choose DAM, the program will include P-Delta effect.

[@sothattheng8624]

Thanks for sharing! can you explain how difference between Direct Analysis Method or normal analysis in Autodesk Robot steel warehouse analysis?

[@EngineerHunter]

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.

[@sothattheng8624]

@@EngineerHunter Thanks

[@calvoh9715]

@@EngineerHunter do you have written material for this? please share the website.

[@aymanammar150]

@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 )

[@EngineerHunter]

You can use a strut beam to resist buckling of member as well.

[@aymanammar150]

@@EngineerHunter in your example are we should put struts or purlins will work as struts to overcome kz buckling

[@EngineerHunter]

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.

[@aymanammar150]

@@EngineerHunter thanks for your response. You are doing great work in your videos please continue