Design of wood structures - ASD/LRFD / by Donald E. Breyer, Kelly E. Cobeen, Kenneth J. Fridley, David G. Pollock.

Format:

Book

Author/Creator:

Breyer, Donald E., author.

Cobeen, Kelly E., author.

Fridley, Kenneth J., 1963- author.

Pollock, David Garnet, 1959- author.

Language:

English

Subjects (All):

Building, Wooden--Design and construction.

Building, Wooden.

Physical Description:

1 online resource (xxx, 976 pages) : illustrations, figs., tables.

Edition:

7th ed.

Place of Publication:

New York, N.Y. : McGraw-Hill Education LLC., c2015.

Contents:

A. About the international code council

B. Preface

C. Nomenclature

Organizations

Publications

Units

D. Abbreviations

Symbols

1. Wood buildings and design criteria

Introduction

Types of buildings

Required and recommended references

Building codes and design criteria

Asd and lrfd

Organization of the text

Structural calculations

Detailing conventions

Fire-resistive requirements

Industry organizations

References

2. Design loads

Dead loads

Live loads

Snow loads

Soil loads and hydrostatic pressure

Loads due to fluids

Rain loads

Flood loads

Self-straining loads

Wind loads?introduction

Wind forces?main wind forceresisting system

Wind forces?components and cladding

Seismic forces?introduction

Seismic forces

Seismic forces?primary system

Seismic forces?wall components

Load combinations

Serviceability/deflection criteria

Problems

3. Behavior of structures under loads and forces

Structures subject to vertical loads

Structures subject to lateral forces

Lateral forces in buildings with diaphragms and shearwalls

Design problem: lateral forces on one-story building

Design problem: lateral forces on two-story building

4. Properties of woodand lumber grades

Design specification

Methods of grading structural lumber

In-grade versus clear wood design values

Species and species groups

Cellular makeup

Moisture content and shrinkage

Effect of moisture content on lumber sizes

Durability of wood and the need for pressure treatment

Growth characteristics of wood

Sizes of structural lumber

Size categories and commercial grades

General notation

Wet service factor cm

Load duration factor cd (asd only)

Time effect factor ? (lrfd only)

Size factor cf

Repetitive member factor cr

Flat use factor cfu

Temperature factor ct

Incising factor ci

Resistance factor ? (lrfd only)

Format conversion factor kf (lrfd only)

Design problem: adjusted design values

Future directions in wood design

5. Structural glued laminated timber

Sizes of glulam members

Resawn glulam

Fabrication of glulams

Grades of glulam members

Adjustment factors for glulam

6. Beam design

Bending

Lateral stability

Adjusted bending design value summary

Shear

Deflection

Design summary

Bearing at supports

Design problem: sawn beam

Design problem: rough-sawn beam using asd

Design problem: notched beam

Design problem: sawn-beam analysis

Design problem: glulam beam with full lateral support

Design problem: glulam beam with lateral support at 8 ft-0 inches

Design problem: glulam beam with lateral support at 48 ft-0 inches

Design problem: glulam with compression zone stressed in tension

Cantilever beam systems

Lumber roof and floor decking

Fabricated wood components

Problems.

7. Axial forces and combined bendingand axial forces

Axial tension members

Design problem: tension member

Columns

Detailed analysis of slenderness ratio

Design problem: axially loaded column

Design problem: capacity of a glulam column

Design problem: capacity of a bearing wall

Built-up columns

Combined bending and tension

Design problem: combined bending and tension

Combined bending and compression

Design problem: beam-column

Design problem: beam-column action in a stud wall using lrfd

Design problem: glulam beam-column using asd

Design for minimum eccentricity

Design problem: column with eccentric load using asd

8. Wood structural panels

Panel dimensions and installation recommendations

Plywood makeup

Species groups for plywood

Veneer grades

Exposure durability classifications

Plywood grades

Other wood structural panels

Roof sheathing

Design problem: roof sheathing

Floor sheathing

Design problem: floor sheathing

Wall sheathing and siding

Stress calculations for wood structural panels

9. Diaphragms

Basic diaphragm action

Shear resistance

Diaphragm chords

Design problem: roof diaphragm

Distribution of lateral forces in a shearwall

Collector (strut) forces

Diaphragm deflections

Diaphragms with interior shearwalls

Interior shearwalls with collectors

Diaphragm flexibility

10. Shearwalls

Basic shearwall action

Shearwalls using wood structural panels

Other sheathing materials

Shearwall chord members

Design problem: shearwall

Alternate shearwall design methods

Anchorage considerations

Vertical (gravity) loads

Lateral forces parallel to a wall

Shearwall deflection

Lateral forces perpendicular to a wall

11. Wood connections?background

Types of fasteners and connections

Yield model for laterally loaded fasteners

Factors affecting strength in yield model

Dowel bearing strength

Plastic hinge in fastener

Yield limit mechanisms

12. Nailed and stapled connections

Types of nails

Power-driven nails and staples

Yield limit equations for nails

Applications of yield limit equations

Adjustment factors for laterally loaded nails

Design problem: nail connection for knee brace

Design problem: top plate splice

Design problem: shearwall chord tie

Design problem: laterally loaded toenail

Design problem: laterally loaded connection in end grain

Nail withdrawal connections

Combined lateral and withdrawal loads

Spacing requirements

Nailing schedule

13. Bolts, lag bolts, and other connectors

Bolt connections

Bolt yield limit equations for single shear

Bolt yield limit equations for double shear

Adjustment factors for bolts

Tension and shear stresses at a multiple fastener connection

Design problem: multiple-bolt tension connection

Design problem: bolted chord splicefor diaphragm

Shear stresses in a beam at a connection

Design problem: bolt connection for diagonal brace

Lag bolt connections

Yield limit equations for lag bolts

Adjustment factors for lag bolts in shear connections

Design problem: collector (strut) splicewith lag bolts

Lag bolts in withdrawal

Split ring and shear plate connectors

14. Connection details and hardware

Connection details

Design problem: beam-to-column connection

Cantilever beam hinge connection

Prefabricated connection hardware

15. Diaphragm-to-shearwall anchorage

Anchorage summary

Connection details?diaphragm to wood-frame wall

Connection details?diaphragm to concrete or masonry walls

Subdiaphragm anchorage of concrete and masonry walls

Design problem: subdiaphragm

16. Advanced topics in lateral force design

Seismic forces?regular structures

Seismic forces?irregular structures

Overturning?background

Overturning?review

Overturning?wind

Overturning?seismic

Lateral analysis of nonrectangular buildings

Rigid diaphragm analysis

Additional topics in diaphragm design

A. Appendix a: equivalent uniform weights of wood framing

B. Appendix b: weights of building materials

C. Appendix c: sl units

Notation

Prefixes

Conversion factors.

Notes:

Includes bibliographical references and indexes.

Description based on cover image and table of contents, viewed on Feb. 20, 2015.

ISBN:

9780071745604

0071745602

Access Restriction:

Restricted for use by site license.