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AWC SpanTables 2005

AWC SpanTables 2005

$41.60

Span Tables for Joists and Rafters

Published By Publication Date Number of Pages
AWC 2005 48
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PDF Catalog

PDF Pages PDF Title
1 Cover
2 Title/Copyright Page
3 TABLE OF CONTENTS
4 EXPLANATION OF TABLES
1. SCOPE
2. LUMBER DESIGN VALUES
3. LUMBER SIZES
4. MOISTURE CONTENT
5. SPAN MEASUREMENT
6. ROOF LOADS
5 7. LUMBER IDENTIFICATION
8. GENERAL REQUIREMENTS
9. REQUIRED COMPRESSIONPERPENDICULAR TO GRAIN
7 FLOOR JOISTS
TABLE F-1 – L/360; LL=30; DL=10
8 TABLE F-2 – L/360; LL=40; DL=10
9 TABLE F-3 – L/360; LL=50; DL=10
10 TABLE F-4 – L/360; LL=60; DL=10
11 TABLE F-5 – L/360; LL=40; DL=20
12 TABLE F-6 – L/360; LL=50; DL=20
13 TABLE F-7 – L/360; LL=60; DL=20
14 CEILING JOISTS
TABLE C-1 – L/240; LL=10; DL=5
15 TABLE C-2 – L/240; LL=20; DL=10
16 RAFTERS
TABLE R-1 – L/240; LL=20; DL=10
17 TABLE R-2 – L/240; LL=30; DL=10
18 TABLE R-3 – L/240; LL=40; DL=10
19 TABLE R-4 – L/240; LL=50; DL=10
20 TABLE R-5 – L/240; LL=20; DL=15
21 TABLE R-6 – L/240; LL=30; DL=15
22 TABLE R-7 – L/240; LL=40; DL=15
23 TABLE R-8 – L/240; LL=50; DL=15
24 TABLE R-9 – L/240; LL=20; DL=20
25 TABLE R-10 – L/240; LL=30; DL=20
26 TABLE R-11 – L/240; LL=40; DL=20
27 TABLE R-12 – L/240; LL=50; DL=20
28 TABLE R-13 – L/180; LL=20; DL=10
29 TABLE R-14 – L/180; LL=30; DL=10
30 TABLE R-15 – L/180; LL=40; DL=10
31 TABLE R-16 – L/180; LL=50; DL=10
32 TABLE R-17 – L/180; LL=20; DL=15
33 TABLE R-18 – L/180; LL=30; DL=15
34 TABLE R-19- L/180; LL=40; DL=15
35 TABLE R-20 – L/180; LL=50; DL=15
36 TABLE R-21 – L/180; LL=20; DL=20
37 TABLE R-22 – L/180; LL=30; DL=20
38 TABLE R-23 – L/180; LL=40; DL=20
39 TABLE R-24 – L/180; LL=50; DL=20
40 APPENDIX A – COMMENTARY
A.1 Floor Joists
A.2 Ceiling Joists
41 A.3 Rafters
A.4 Compression Perpendicularto Grain Design Requirements
42 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
AWC SpanTables 2005
$41.60