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Beam Design
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deflection
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lateral torsional buckling
SACS
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
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