{"id":208705,"date":"2024-10-19T13:27:37","date_gmt":"2024-10-19T13:27:37","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/awc-wsdd-2004\/"},"modified":"2024-10-25T06:10:03","modified_gmt":"2024-10-25T06:10:03","slug":"awc-wsdd-2004","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/awc\/awc-wsdd-2004\/","title":{"rendered":"AWC WSDD 2004"},"content":{"rendered":"
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.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | WOOD STRUCTURAL DESIGN DATA <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | TOC <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | PROPERTIES OF STRUCTURAL LUMBER Physical Properties <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | Mechanical Properties <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | Design Values for Structural Lumber <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | Adjustment of Design Values for Duration of Loading <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | Glossary of Lumber Terms <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Abbreviations of Lumber Terms <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | Table of Board Measure <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | Standard Sizes of Yard Lumber and Timbers <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | Properties of Standard Dressed Lumber Sizes <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | WOOD BEAMS General Design Information <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | Design for Bending Moment <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | Design for Bending and Axial Loading Combines <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | Design for Deflection <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | Design for Horizontal Shear <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | Design for Bearing on Supports <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | Formulas and Diagrams for Static Loads <\/td>\n<\/tr>\n | ||||||
63<\/td>\n | Wood Beams – Load Tables <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | Safe Load Tables 4′-8′ Spans <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | 9′-12′ Spans <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | 13′-16′ Spans <\/td>\n<\/tr>\n | ||||||
111<\/td>\n | 16′-20′ Spans <\/td>\n<\/tr>\n | ||||||
142<\/td>\n | 21′-24′ Spans <\/td>\n<\/tr>\n | ||||||
165<\/td>\n | 25′-28′ Spans <\/td>\n<\/tr>\n | ||||||
186<\/td>\n | 29′-32′ Spans <\/td>\n<\/tr>\n | ||||||
205<\/td>\n | WOOD COLUMNS <\/td>\n<\/tr>\n | ||||||
206<\/td>\n | General Design Information <\/td>\n<\/tr>\n | ||||||
208<\/td>\n | Solid Columns <\/td>\n<\/tr>\n | ||||||
209<\/td>\n | Tapered Round Columns <\/td>\n<\/tr>\n | ||||||
210<\/td>\n | Spaced Columns <\/td>\n<\/tr>\n | ||||||
212<\/td>\n | Combined Axial and Bending Loading <\/td>\n<\/tr>\n | ||||||
213<\/td>\n | Solution of Hawkinson Formula <\/td>\n<\/tr>\n | ||||||
215<\/td>\n | Use of Tabular Column Data <\/td>\n<\/tr>\n | ||||||
216<\/td>\n | Unit Axial Stresses Simple Solid Columns – l\/d from 2 to 30 <\/td>\n<\/tr>\n | ||||||
222<\/td>\n | Unit Axial Stresses Simple Solid Columns – l\/d from 30 to 50 <\/td>\n<\/tr>\n | ||||||
228<\/td>\n | Unit Axial Stresses Spaced Columns, Condition “a” – l\/d from 2 to 46 <\/td>\n<\/tr>\n | ||||||
234<\/td>\n | Unit Axial Stresses Spaced Columns, Condition “a” – l\/d from 46 to 80 <\/td>\n<\/tr>\n | ||||||
240<\/td>\n | Unit Axial Stresses Spaced Columns, Condition “b” – l\/d from 2 to 46 <\/td>\n<\/tr>\n | ||||||
246<\/td>\n | Unit Axial Stresses Spaced Columns, Condition “b” – l\/d from 46 to 80 <\/td>\n<\/tr>\n | ||||||
252<\/td>\n | PLANK AND LAMINATED FLOORS AND ROOFS General Design Information <\/td>\n<\/tr>\n | ||||||
258<\/td>\n | Table of Uniform Loads – Type III <\/td>\n<\/tr>\n | ||||||
259<\/td>\n | Table of Uniform Loads – Type IV <\/td>\n<\/tr>\n | ||||||
260<\/td>\n | MAXIMUM SPANS FOR FLOOR JOISTS General Design Information <\/td>\n<\/tr>\n | ||||||
261<\/td>\n | Maximum Spans – 50 psf Live Load <\/td>\n<\/tr>\n | ||||||
262<\/td>\n | Maximum Spans – 60 psf Live Load <\/td>\n<\/tr>\n | ||||||
263<\/td>\n | Maximum Spans – 70 psf Live Load <\/td>\n<\/tr>\n | ||||||
264<\/td>\n | Maximum Spans – 80 psf Live Load <\/td>\n<\/tr>\n | ||||||
265<\/td>\n | Maximum Spans – 90 psf Live Load <\/td>\n<\/tr>\n | ||||||
266<\/td>\n | Maximum Spans – 100 psf Live Load <\/td>\n<\/tr>\n | ||||||
267<\/td>\n | REFERENCES <\/td>\n<\/tr>\n | ||||||
269<\/td>\n | DECIMALEQUIVALENTS <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Wood Structural Design Data<\/b><\/p>\n |