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AWC WSDD 2004

$27.08

Wood Structural Design Data

Published By Publication Date Number of Pages
AWC 2004 270
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Generic Load tables for wood beams and wood columns and generic span tables for high capacity floor joists and for plank and laminated floors and roofs.

PDF Catalog

PDF Pages PDF Title
1 WOOD STRUCTURAL DESIGN DATA
5 TOC
6 PROPERTIES OF STRUCTURAL LUMBER
Physical Properties
13 Mechanical Properties
16 Design Values for Structural Lumber
18 Adjustment of Design Values for Duration of Loading
21 Glossary of Lumber Terms
24 Abbreviations of Lumber Terms
26 Table of Board Measure
28 Standard Sizes of Yard Lumber and Timbers
29 Properties of Standard Dressed Lumber Sizes
33 WOOD BEAMS
General Design Information
35 Design for Bending Moment
39 Design for Bending and Axial Loading Combines
40 Design for Deflection
42 Design for Horizontal Shear
45 Design for Bearing on Supports
46 Formulas and Diagrams for Static Loads
63 Wood Beams – Load Tables
65 Safe Load Tables
4′-8′ Spans
75 9′-12′ Spans
92 13′-16′ Spans
111 16′-20′ Spans
142 21′-24′ Spans
165 25′-28′ Spans
186 29′-32′ Spans
205 WOOD COLUMNS
206 General Design Information
208 Solid Columns
209 Tapered Round Columns
210 Spaced Columns
212 Combined Axial and Bending Loading
213 Solution of Hawkinson Formula
215 Use of Tabular Column Data
216 Unit Axial Stresses Simple Solid Columns – l/d from 2 to 30
222 Unit Axial Stresses Simple Solid Columns – l/d from 30 to 50
228 Unit Axial Stresses Spaced Columns, Condition “a” – l/d from 2 to 46
234 Unit Axial Stresses Spaced Columns, Condition “a” – l/d from 46 to 80
240 Unit Axial Stresses Spaced Columns, Condition “b” – l/d from 2 to 46
246 Unit Axial Stresses Spaced Columns, Condition “b” – l/d from 46 to 80
252 PLANK AND LAMINATED FLOORS AND ROOFS
General Design Information
258 Table of Uniform Loads – Type III
259 Table of Uniform Loads – Type IV
260 MAXIMUM SPANS FOR FLOOR JOISTS
General Design Information
261 Maximum Spans – 50 psf Live Load
262 Maximum Spans – 60 psf Live Load
263 Maximum Spans – 70 psf Live Load
264 Maximum Spans – 80 psf Live Load
265 Maximum Spans – 90 psf Live Load
266 Maximum Spans – 100 psf Live Load
267 REFERENCES
269 DECIMALEQUIVALENTS
AWC WSDD 2004
$27.08