AWC SpanTables 2012
$49.40
Span Tables for Joists and Rafters
| Published By | Publication Date | Number of Pages |
| AWC | 2012 | 52 |
None
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | Cover |
| 3 | Title Page |
| 5 | TABLE OF CONTENTS |
| 7 | EXPLANATION OF TABLES 1. SCOPE 2. LUMBER DESIGN VALUES 3. LUMBER SIZES 4. MOISTURE CONTENT 5. SPAN MEASUREMENT 6. ROOF LOADS |
| 8 | 7. LUMBER IDENTIFICATION 8. GENERAL REQUIREMENTS 9. REQUIRED COMPRESSION PERPENDICULAR TO GRAIN |
| 9 | Table 9.1 Required compression perpendicular to grain design values (Fcperp) in pounds per square inch for simple span joists and rafters with uniform load. Table 9.2 Adjustment factors for alternate loading and spacing conditions for determining required compression perpendicular to grain design values (Fcperp) for joists and rafters. |
| 10 | SPAN TABLES TABLE F-1 FLOOR JOISTS WITH L/360 DEFLECTION LIMITS – LL = 30psf, DL = 10psf |
| 11 | TABLE F-2 FLOOR JOISTS WITH L/360 DEFLECTION LIMITS – LL = 40psf, DL = 10psf |
| 12 | TABLE F-3 FLOOR JOISTS WITH L/360 DEFLECTION LIMITS – LL = 50psf, DL = 10psf |
| 13 | TABLE F-4 FLOOR JOISTS WITH L/360 DEFLECTION LIMITS – LL = 60psf, DL = 10psf |
| 14 | TABLE F-5 FLOOR JOISTS WITH L/360 DEFLECTION LIMITS – LL = 40psf, DL = 20psf |
| 15 | TABLE F-6 FLOOR JOISTS WITH L/360 DEFLECTION LIMITS – LL = 50psf, DL = 20psf |
| 16 | TABLE F-7 FLOOR JOISTS WITH L/360 DEFLECTION LIMITS – LL = 60psf, DL = 20psf |
| 17 | TABLE C-1 CEILING JOISTS WITH L/240 DEFLECTION LIMITS – LL = 10psf, DL = 5psf |
| 18 | TABLE C-2 CEILING JOISTS WITH L/240 DEFLECTION LIMITS – LL = 20psf, DL = 10psf |
| 19 | TABLE R-1 RAFTERS WITH L/240 DEFLECTION LIMITS – LL = 20psf, DL = 10psf |
| 20 | TABLE R-2 RAFTERS WITH L/240 DEFLECTION LIMITS – LL = 30psf, DL = 10psf |
| 21 | TABLE R-3 RAFTERS WITH L/240 DEFLECTION LIMITS – LL = 40psf, DL = 10psf |
| 22 | TABLE R-4 RAFTERS WITH L/240 DEFLECTION LIMITS – LL = 50psf, DL = 10psf |
| 23 | TABLE R-5 RAFTERS WITH L/240 DEFLECTION LIMITS – LL = 20psf, DL = 15psf |
| 24 | TABLE R-6 RAFTERS WITH L/240 DEFLECTION LIMITS – LL = 30psf, DL = 15psf |
| 25 | TABLE R-7 RAFTERS WITH L/240 DEFLECTION LIMITS – LL = 40psf, DL = 15psf |
| 26 | TABLE R-8 RAFTERS WITH L/240 DEFLECTION LIMITS – LL = 50psf, DL = 15psf |
| 27 | TABLE R-9 RAFTERS WITH L/240 DEFLECTION LIMITS – LL = 20psf, DL = 20psf |
| 28 | TABLE R-10 RAFTERS WITH L/240 DEFLECTION LIMITS – LL = 30psf, DL = 20psf |
| 29 | TABLE R-11 RAFTERS WITH L/240 DEFLECTION LIMITS – LL = 40psf, DL = 20psf |
| 30 | TABLE R-12 RAFTERS WITH L/240 DEFLECTION LIMITS – LL = 50psf, DL = 20psf |
| 31 | TABLE R-13 RAFTERS WITH L/180 DEFLECTION LIMITATION – LL = 20psf, DL = 10psf |
| 32 | TABLE R-14 RAFTERS WITH L/180 DEFLECTION LIMITATION – LL = 30psf, DL = 10psf |
| 33 | TABLE R-15 RAFTERS WITH L/180 DEFLECTION LIMITATION – LL = 40psf, DL = 10psf |
| 34 | TABLE R-16 RAFTERS WITH L/180 DEFLECTION LIMITATION – LL = 50psf, DL = 10psf |
| 35 | TABLE R-17 RAFTERS WITH L/180 DEFLECTION LIMITATION – LL = 20psf, DL = 15psf |
| 36 | TABLE R-18 RAFTERS WITH L/180 DEFLECTION LIMITATION – LL = 30psf, DL = 15psf |
| 37 | TABLE R-19 RAFTERS WITH L/180 DEFLECTION LIMITATION – LL = 40psf, DL = 15psf |
| 38 | TABLE R-20 RAFTERS WITH L/180 DEFLECTION LIMITATION – LL = 50psf, DL = 15psf |
| 39 | TABLE R-21 RAFTERS WITH L/180 DEFLECTION LIMITATION – LL = 20psf, DL = 20psf |
| 40 | TABLE R-22 RAFTERS WITH L/180 DEFLECTION LIMITATION – LL = 30psf, DL = 20psf |
| 41 | TABLE R-23 RAFTERS WITH L/180 DEFLECTION LIMITATION – LL = 40psf, DL = 20psf |
| 42 | TABLE R-24 RAFTERS WITH L/180 DEFLECTION LIMITATION – LL = 50psf, DL = 20psf |
| 43 | APPENDIX A – COMMENTARY A.1 Floor Joists A.2 Ceiling Joists |
| 44 | A.3 Rafters A.4 Compression Perpendicular to Grain Design Requirements |
| 45 | 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 |
| 46 | Table A-1. FLOOR JOISTS WITH L/360 DEFLECTION LIMITATIONS Table A-2. CEILING JOISTS WITH L/240 DEFLECTION LIMITATIONS |
| 47 | Table A-3. RAFTERS WITH L/240 DEFLECTION LIMITATIONS (Drywall ceiling attached to underside of rafter) Table A-4. RAFTERS WITH L/180 DEFLECTION LIMITATIONS (No drywall ceiling attached to underside of rafter) |
| 48 | Figure A.10-1 Two-span floor joists overlap at interior span to double load carrying capacity of the floor system for the corridor. |
| 49 | Conversion Diagram for Rafters |
| 52 | Back Cover |
