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MAXSURF | MOSES | SACS | OpenWindPower
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Eurocode
AISC
Beam Design
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deflection
displacement
lateral torsional buckling
post
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unbraced length
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
RE: Beam bottom flange bracing for WF or PLG
Geoff McDonald
Soner, The bottom unbraced length value is only applicable to Eurocode 3 and is not included in AISC calculations. Refer to the Section 3.3.6 of the Post manual and the GRUP_B input line in Section 6 of the Post manual for more information. Regards…
over 6 years ago
MAXSURF | MOSES | SACS | OpenWindPower
MAXSURF | MOSES | SACS | OpenWindPower Forum
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