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Berechnungsgrundlage
Assumptions & Limits
- Die Seite unterstuetzt die Vorpruefung, ersetzt aber keine vollstaendige Normenpruefung.
- Zulaessige Grenzwerte bleiben projektspezifisch und muessen separat festgelegt werden.
- Die Eingabedaten fuer E, I und Lasten muessen zum realen Bauteil passen.
Reference Basis
- Dokumentation: Methodik
- Dokumentation: Technische Pruefung
- Roark's Formulas for Stress and Strain
- Mechanics of Materials Referenzen
- AISC steel design reference
AISC-orientiertes Setup
| Starting units | ft, kip, ksi, in^4 |
| Typical material basis | Structural steel with E about 29,000 ksi |
| Common beam case | Simply supported beam with full-span uniform load |
| Typical sequence | Compute response first, then check against the project limit |
| Current preset span | 30 ft |
| Current preset load | 2.0 kip/ft |
Technische Hinweise
- This page starts in imperial mode because AISC-style checks usually begin with feet, kip, ksi, and inch-based section data.
- The calculator gives the elastic response engine, but the acceptable deflection limit still depends on occupancy, finishes, framing role, and project criteria rather than on one universal AISC number.
- If the beam is part of a continuous frame, has partial restraint, or needs code-specific load combinations, move on to the advanced beam pages or the standards pages.
Verwandte Seiten