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lateral torsional buckling
AISC
Beam Design
Bentley
deflection
displacement
Eurocode
LTB
SACS
SACS | Lateral Torsional Buckling of Unsymmetrical Plate Girders with AISC 14th and AISC 15th
Fabio Galletti
Hi, I am writing because I need to verify Unsymmetrical Plate Girders with AISC 2010 and I do not why I have very high Unity Ratio under Lateral Torsional Buckling when I increase the Upper Flange width in the picture you can see the same beam…
Answered
over 2 years ago
MAXSURF | MOSES | SACS | OpenWindPower
MAXSURF | MOSES | SACS | OpenWindPower Forum
SPAN & Physical Member commands in SACS
Adel Hesari
Hello all, There are some ambiguities for me about the use of SPAN and PHYSICAL MEMBER commands in SACS. Consider the following simple senario: Imagine we have a main deck beam (say HEB600), on top of which stringer beams( say IPE200) are running…
over 5 years ago
MAXSURF | MOSES | SACS | OpenWindPower
MAXSURF | MOSES | SACS | OpenWindPower Forum
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