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- Modeling, loading, and analysis of AISC steel members in RFEM
- Focus on the Direct Analysis Method (Ch. C) in RFEM
- AISC 360‑10 ultimate and serviceability limit state design using RF‑STEEL AISC
- Detailed review of code checks and member optimization
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00:00
Introduction
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02:13
Concept of RFEM and RF‑STEEL AISC
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03:30
AISC 360‑10 Direct Analysis Method and RFEM Model Introduction
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09:30
Second-order analysis (P‑Delta, p‑delta)
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14:00
Imperfections and notional loads
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28:00
Stiffness reduction
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32:40
Analysis calculation and results in RFEM
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36:35
Design of columns and braces in RF‑STEEL AISC
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50:09
Design of purlins in RF‑STEEL AISC
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54:58
Design of rafters with “members” vs. “set of members” in RF‑STEEL AISC
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1:05:32
Optimization of members in RF‑STEEL AISC
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1:08:50
Closing remarks
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Amy Heilig, PE
CEO – USA Subsidiary | Sales & Technical Support Engineer
Amy Heilig is the CEO of the USA Subsidiary Office in Philadelphia, PA. She is responsible for sales, technical support, and continued program development for the North American market.