Structural Wood Design Examples, 2015/2018 Edition, 1st Edition.

2015/2018 Structural Wood Design Examples is intended to aid instruction in structural design of wood structures using both Allowable Stress Design (ASD) and Load and Resistance Factor Design (LRFD). It contains over 20 design examples and complete solutions for wood member design, connections, and...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Formato: Electrónico eBook
Idioma:Inglés
Publicado: New York, N.Y. : McGraw Hill LLC, [2019]
Edición:First edition.
Colección:McGraw-Hill's AccessEngineeringLibrary.
Temas:
Building, Wooden > Problems, exercises, etc.
Structural design > Problems, exercises, etc.
Structural design.
Electronic books.
Acceso en línea:Texto completo
Tabla de Contenidos:
  • A American Wood Council
  • B Foreword
  • 1 Characteristic Problem Set
  • E1.1 Adjustment Factors (ASD and LRFD)
  • E1.2a Simply Supported Beam Capacity Check (ASD)
  • E1.2b Simply Supported Beam Capacity Check (LRFD)
  • E1.3 Glued Laminated Timber Beam Design (ASD)
  • E1.4 Compression Members and Column Stability Calculation (ASD)
  • E1.5a Compression Member Analysis (ASD)
  • E1.5b Compression Member Analysis (LRFD)
  • E1.6 Combined Bending and Axial Tension Loading of a Truss Chord Member (ASD)
  • E1.7 Combined Bending and Axial Compression (ASD)
  • E1.8 Combined Biaxial Bending and Axial Compression (ASD)
  • E1.9 Loadbearing Wall Wood Stud Resisting Wind and Gravity Loads
  • 2 Connection Problem Set
  • E2.1a Withdrawal Design Value - Plain Shank Nail
  • E2.1b Fastener Uplift Capacity - Roof Sheathing Ring Shank Nail in 5/8? WSP (2018 NDS Only)
  • E2.1c Fastener Uplift Capacity - Roof Sheathing Ring Shank Nail in 7/16? WSP (2018 NDS Only)
  • E2.2 Single Common Nail Lateral Design Value - Single Shear Wood-to-Wood Connection
  • E2.3 Withdrawal Design Value - Lag Screw
  • E2.4 Single Wood Screw Lateral Design Value - Double Shear Wood-to-Wood Connection
  • E2.5 Single Bolt Lateral Design Value - Single Shear Wood-to-Wood Connection
  • E2.6 Bolted Wood-to-Wood Tension Splice Connection Capacity
  • 3 Shear Wall Problem Set
  • E3.1 Segmented Shear Wall Design - Wind
  • E3.2 Segmented Shear Wall Design - Seismic
  • E3.3 Perforated Shear Wall Design - Wind
  • E3.4 Perforated Shear Wall Design - Seismic.

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