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Hey community
I'm quite new to using robot, and just trying to get the bending moment on the roof, with a superficial load of 100kgf/cm2 and the load being distributed as such
However, I don't understand why the moments are so low in the roof itself and do not match hand calcs. I have not assigned any supports to the upper edges of the walls because that makes the moments 0
This is just with the live load and no combinations as I'm just trying to get the hang of it, I am aware the moments are in the kNm/m units, but they are still pretty low
Any help is appreciated, thank you!
Hey community
I'm quite new to using robot, and just trying to get the bending moment on the roof, with a superficial load of 100kgf/cm2 and the load being distributed as such
However, I don't understand why the moments are so low in the roof itself and do not match hand calcs. I have not assigned any supports to the upper edges of the walls because that makes the moments 0
This is just with the live load and no combinations as I'm just trying to get the hang of it, I am aware the moments are in the kNm/m units, but they are still pretty low
Any help is appreciated, thank you!
Accepted solution
You have to assign shell as the calculation model ,so you can have finite element (analytical) transfer of loads.
With the simplified method you will get wrong results .
Rafael Medeiros
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You have to assign shell as the calculation model ,so you can have finite element (analytical) transfer of loads.
With the simplified method you will get wrong results .
Rafael Medeiros
Did you find this post helpful? Feel free to Like this post.
Did your question get successfully answered? Then click on the ACCEPT SOLUTION button.
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