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3d model
2nd order effects
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3D analysis
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aisc 360-10
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direct analysis with tension members
Gilbert Fontenard
Good day I have modeled a structural steel frame building and analyzed it using the direct analysis method, however I have received a few warnings and I would like to know the relevant of these as well as their potential effect on my analysis results…
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over 6 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Special Moment frame Stair case
Gilbert Fontenard
Good Day, I am currently modelling a staircase supported by a moment frame and I have come across a strange occurrence. When I checked my column forces the axial forces seemed alright but the moments were strange as the moments generated along the…
over 6 years ago
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