{"id":208665,"date":"2024-10-19T13:27:26","date_gmt":"2024-10-19T13:27:26","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/awc-spantables-2005\/"},"modified":"2024-10-25T06:09:54","modified_gmt":"2024-10-25T06:09:54","slug":"awc-spantables-2005","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/awc\/awc-spantables-2005\/","title":{"rendered":"AWC SpanTables 2005"},"content":{"rendered":"
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PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
2<\/td>\n | Title\/Copyright Page <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | TABLE OF CONTENTS <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | EXPLANATION OF TABLES 1. SCOPE 2. LUMBER DESIGN VALUES 3. LUMBER SIZES 4. MOISTURE CONTENT 5. SPAN MEASUREMENT 6. ROOF LOADS <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | 7. LUMBER IDENTIFICATION 8. GENERAL REQUIREMENTS 9. REQUIRED COMPRESSIONPERPENDICULAR TO GRAIN <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | FLOOR JOISTS TABLE F-1 – L\/360; LL=30; DL=10 <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | TABLE F-2 – L\/360; LL=40; DL=10 <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | TABLE F-3 – L\/360; LL=50; DL=10 <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | TABLE F-4 – L\/360; LL=60; DL=10 <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | TABLE F-5 – L\/360; LL=40; DL=20 <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | TABLE F-6 – L\/360; LL=50; DL=20 <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | TABLE F-7 – L\/360; LL=60; DL=20 <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | CEILING JOISTS TABLE C-1 – L\/240; LL=10; DL=5 <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | TABLE C-2 – L\/240; LL=20; DL=10 <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | RAFTERS TABLE R-1 – L\/240; LL=20; DL=10 <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | TABLE R-2 – L\/240; LL=30; DL=10 <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | TABLE R-3 – L\/240; LL=40; DL=10 <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | TABLE R-4 – L\/240; LL=50; DL=10 <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | TABLE R-5 – L\/240; LL=20; DL=15 <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | TABLE R-6 – L\/240; LL=30; DL=15 <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | TABLE R-7 – L\/240; LL=40; DL=15 <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | TABLE R-8 – L\/240; LL=50; DL=15 <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | TABLE R-9 – L\/240; LL=20; DL=20 <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | TABLE R-10 – L\/240; LL=30; DL=20 <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | TABLE R-11 – L\/240; LL=40; DL=20 <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | TABLE R-12 – L\/240; LL=50; DL=20 <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | TABLE R-13 – L\/180; LL=20; DL=10 <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | TABLE R-14 – L\/180; LL=30; DL=10 <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | TABLE R-15 – L\/180; LL=40; DL=10 <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | TABLE R-16 – L\/180; LL=50; DL=10 <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | TABLE R-17 – L\/180; LL=20; DL=15 <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | TABLE R-18 – L\/180; LL=30; DL=15 <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | TABLE R-19- L\/180; LL=40; DL=15 <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | TABLE R-20 – L\/180; LL=50; DL=15 <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | TABLE R-21 – L\/180; LL=20; DL=20 <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | TABLE R-22 – L\/180; LL=30; DL=20 <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | TABLE R-23 – L\/180; LL=40; DL=20 <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | TABLE R-24 – L\/180; LL=50; DL=20 <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | APPENDIX A – COMMENTARY A.1 Floor Joists A.2 Ceiling Joists <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | A.3 Rafters A.4 Compression Perpendicularto Grain Design Requirements <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | A.5 Lumber Design Values A.6 Load Requirements A.7 Support Requirements A.8 Repetitive Member Use A.9 Load Duration A.10 Use of the Span Tables <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Span Tables for Joists and Rafters<\/b><\/p>\n |