Here's the model with shells in sap and ansys 14 workbench, I can't find the frame model.
The ansys 14 model was one of the first attempts to make a parametric model.
Regarding sap insertion point.
This is similar to my modeling choice:
And here's CSI Berkeley choice: (SAP2000 - 13 Cardinal Points)
This one has flaws I can explain but it will take a while until then anyone interested can check with a plain cantilever column with vertical joint load at top, eccentrically loaded or with variable width aligned at one of the flanges.
Out of topic regarding the concrete shell-beam T section and some of my comments in Engineering problems:
3. Issue I don't see a check for latteral-torsional buckling of the crane beam. Just strength and stiffness.
I don't see a buckling length evaluation for main column and beam.
The ansys 14 model was one of the first attempts to make a parametric model.
Code:
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Regarding sap insertion point.
This is similar to my modeling choice:
Code:
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Code:
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Out of topic regarding the concrete shell-beam T section and some of my comments in Engineering problems:
Code:
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3. Issue I don't see a check for latteral-torsional buckling of the crane beam. Just strength and stiffness.
I don't see a buckling length evaluation for main column and beam.