Autodesk Robot Structural Analysis
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Re: getting internal forces from RSA to XL (API)
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Take a look at this attached macro.
- selection of bars - from robot
- selection of cases - from robot

Rafal Gaweda
Product Support
Autodesk, Inc.
Re: getting internal forces from RSA to XL (API)
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Hi Rafal,
It's almost perfect!
Do you think it would be possible to get the maximum values separetely for the end and the origin of the bars.
If I take the exemple of a rafter, it would give the max values of the top and the max value for the bottom part.
Rgds
Benoît
Re: getting internal forces from RSA to XL (API)
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Take a look at this xls.
I made it for geometrically bottom and top node.

Rafal Gaweda
Product Support
Autodesk, Inc.
Re: getting internal forces from RSA to XL (API)
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It would be perfect if it would work with hyperbar (bar composed with several bars)....
it'll really save a lot of time
Thanks
Benoît
Re: getting internal forces from RSA to XL (API)
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Here you are

Rafal Gaweda
Product Support
Autodesk, Inc.
Re: getting internal forces from RSA to XL (API)
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Thanks a lot Rafal!
Find attached your file on which I've added MaxFX, MinFx and MaxFZ (in absolute value).
Be carefull if you have an horizontal piece (bars N° 871 and 872 or 281 and 283 on attached pdf) : the bottom part will be on the left side for the both pieces, wheras the left side side of the bar 871 must analysed with the right side of the bar 872.
I consider that a lot of time could be saved during the treatment of the values when you have a structure made by the repetition of a single frame. We should be abble to get quickly the max values in order to calculate all the connections, and, in case of modification (load, geometry, support conditions, etc), to be abble to check quickly if the connections are still OK.
Can you tell us if Autodesk will officialy develop this kind of spreadsheets in the future?
Rgds
Benoît
Re: getting internal forces from RSA to XL (API)
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Be carefull if you have an horizontal piece (bars N° 871 and 872 or 281 and 283 on attached pdf) : the bottom part will be on the left side for the both pieces, wheras the left side side of the bar 871 must analysed with the right side of the bar 872.
That's why node numbers are given.
My assumptions in short: if Z1<Z2 -> bottom node1, if Z1=Z1-> Y1<Y2 -> bottom node 1, if Z1=Z2, Y1=Y2 -> X1<X2 -> bottom node 1....
If you want to change it please play with this part of code:
If RNO.Z < RNE.Z Then
BottomNode = RNO.Number
Else
If RNO.Z > RNE.Z Then
BottomNode = RNE.Number
Else
If RNO.Y < RNE.Y Then
BottomNode = RNO.Number
Else
If RNO.Y > RNE.Y Then
BottomNode = RNE.Number
Else
If RNO.X < RNE.X Then
BottomNode = RNO.Number
Else
BottomNode = RNE.Number
End If
End If
End If
End If
End If

Rafal Gaweda
Product Support
Autodesk, Inc.



