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Australian guidebook for structural engineers : a guide to structural engineering on a multidiscipline project /
"This guidebook is a practical and essential tool providing everything necessary for structural design engineers to create detailed and accurate calculations. Basic information is provided for steel, concrete and geotechnical design in accordance with Australian and international standards. Det...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Boca Raton, FL :
CRC Press,
[2018]
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| Edición: | First edition. |
| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Cover; Half Title; Title Page; Copyright Page; Table of Contents; Preface; Author; 1: Setting up the project; 1.1 BASIS OF DESIGN; 1.2 SCOPE OF WORKS; 1.3 DELIVERABLES LIST; 1.4 BUDGET; 1.5 SCHEDULE; 1.6 COMMUNICATIONS PLAN; 1.7 STRUCTURAL DESIGN CRITERIA; 1.7.1 Load factors and combinations; 1.7.2 Construction category; 1.8 SPECIFICATIONS; 2: Design; 2.1 LIMIT STATES DESIGN; 2.2 STANDARDS AND LEGISLATION; 2.3 ACTIONS; 2.3.1 Wind; 2.3.1.1 Wind pressure; 2.3.1.2 Wind on piping; 2.3.1.3 Wind on exposed steelwork; 2.3.1.4 Wind on multiple items; 2.3.2 Seismic.
- 2.3.2.1 Earthquake design categories2.3.2.2 Site subsoil class; 2.3.2.3 Probability factor; 2.3.2.4 Hazard factor; 2.3.2.5 Design principles; 2.3.2.6 Earthquake design category 1 (EDC1); 2.3.2.7 Earthquake design category 2 (EDC2); 2.3.3 Dead and live loads; 2.3.3.1 Dead loads; 2.3.3.3 Buoyancy loads; 2.3.3.4 Vehicle loads; 2.4 FRICTION; 2.5 DEFLECTIONS; 2.5.1 AS/NZS 1170 deflection requirements; 2.5.2 AS 3600 deflection requirements; 2.5.3 AS 4100 deflection requirements; 3: Steel design; 3.1 MATERIAL; 3.1.1 Cost; 3.1.2 Steel selection; 3.2 FABRICATION AND ERECTION; 3.2.1 Framing system.
- 3.4.2.4 Members without full lateral restraint 3.5 SHEAR; 3.5.1 Unstiffened webs; 3.5.1.1 Minimum web thickness; 3.5.1.2 Web capacity; 3.5.2 Combined bending and shear; 3.5.3 Globally stiffened webs; 3.5.4 Web bearing capacity; 3.5.5 Web bearing stiffeners; 3.5.6 Openings in webs; 3.6 TENSION; 3.7 COMPRESSION; 3.7.1 Section compression capacity; 3.7.1.1 Effective cross-section; 3.7.2 Member compression capacity; 3.7.2.1 Effective length; 3.7.2.2 Braces; 3.8 COMBINED ACTIONS; 3.8.1 Combined section capacity; 3.8.1.1 Axial load with uniaxial bending about the major principal x-axis.
- 3.8.1.2 Axial load with uniaxial bending about the minor principal y-axis 3.8.1.3 Axial load with biaxial bending; 3.8.2 Combined member capacity; 3.8.2.1 Axial load with uniaxial bending: Elastic analysis; 3.8.2.2 Axial load with uniaxial bending: Plastic analysis; 3.8.2.3 Axial load with biaxial bending; 3.8.2.3.1 Compression members; 3.9 TORSION; 3.9.1 Uniform torsion; 3.9.2 Warping torsion; 3.9.3 Non-uniform torsion; 3.9.4 Finite element analysis of torsion; 3.9.5 Torsion calculations; 3.9.5.1 Uniform torsion calculations; 3.9.5.2 Warping torsion calculations; 3.10 CONNECTIONS.