Spantable1
- 1. APPENDICES A APPENDIX D: SPAN TABLES WTCA REPRESENTATIVE ROOF TRUSS SPANS APPENDIX D: SPAN TABLES B The representative truss span tables provided in this appendix are included in order to give architects, builders, designers and engineers an idea of the truss spans available for a particular load condition, load duration, lumber type and truss configuration. C These tables are intended only to be guidelines, as they do not contain all of the available designs, loadings, and/or configurations available to the user through today’s sophisticated computer software programs. Individuals needing assistance beyond the scope of these span tables should consult their local WTCA member truss manufacturer (see Addendum to this text), or call WTCA Offices at 608/274-4849 for assistance. D Floor truss span tables are courtesy of Trussway, Ltd. E F G H I J K L I GENERAL NOTES Truss spans shown are examples of truss spans for the loadings and truss configurations shown. The tables struction” (NDS®) of the American Forest & Paper Association (AFPA). Tables shown are not intended to limit trusses to these bottom chord pitch is one half of the top chord (Y/2). Spruce-Pine-Fir spans are taken from Canadian SPF design values. 2. Representative span for this lumber species and grade has been limited to the representative truss span that can be achieved by the lumber grades N are not intended to be used for design purposes or specific projects. Spans have been determined in accordance with loads, lumber, shapes and configurations. See your WTCA member truss manufacturer for actual truss designs and solutions to custom profiles. Some representative spans for These representative spans have been reviewed by TPI and WTCA engineers. LDI = Load Duration In- crease, also known as CD in NDS®. 3. provided in this table. Representative span for this lumber grade has been limited by the maximum bottom chord panel D the “National Design Standard for Metal Plate Con- the configurations shown may vary with each manufac- FOOTNOTES length based on applying a 200 lb. concentrated nected Wood Truss Construction,” (ANSI/TPI 1-1995) of the Truss Plate Institute (TPI), and the 1991 edition of the “National Design Specification® for Wood Con- turer. Spans are given for 3/12, 4/12, and 5/12 roof pitches (Y). For scissors trusses (sloped bottom chords), the 1. Representative spans shown assume that the mois- ture content of the lumber does not exceed 19% at time of manufacture and during end use. load to represent a construction worker standing on the bottom chord. E D-1 X
- 2. APPENDICES A APPENDIX D: SPAN TABLES B WTCA REPRESENTATIVE ROOF TRUSS SPANS C D E F G H I J K L I N GENERAL NOTES Truss spans shown are examples of truss spans for the loadings and truss configurations shown. The tables struction” (NDS®) of the American Forest & Paper Association (AFPA). Tables shown are not intended to limit trusses to these bottom chord pitch is one half of the top chord (Y/2). Spruce-Pine-Fir spans are taken from Canadian SPF design values. 2. Representative span for this lumber species and grade has been limited to the representative truss span that can be achieved by the lumber grades D are not intended to be used for design purposes or specific projects. Spans have been determined in accordance with loads, lumber, shapes and configurations. See your WTCA member truss manufacturer for actual truss designs and solutions to custom profiles. Some representative spans for These representative spans have been reviewed by TPI and WTCA engineers. LDI = Load Duration In- crease, also known as CD in NDS®. 3. provided in this table. Representative span for this lumber grade has been limited by the maximum bottom chord panel the “National Design Standard for Metal Plate Con- the configurations shown may vary with each manufac- FOOTNOTES length based on applying a 200 lb. concentrated E nected Wood Truss Construction,” (ANSI/TPI 1-1995) of the Truss Plate Institute (TPI), and the 1991 edition of the “National Design Specification® for Wood Con- turer. Spans are given for 3/12, 4/12, and 5/12 roof pitches (Y). For scissors trusses (sloped bottom chords), the 1. Representative spans shown assume that the mois- ture content of the lumber does not exceed 19% at time of manufacture and during end use. load to represent a construction worker standing on the bottom chord. X D-2
- 3. APPENDICES A APPENDIX D: SPAN TABLES WTCA REPRESENTATIVE ROOF TRUSS SPANS B C D E F G H I J K L I GENERAL NOTES Truss spans shown are examples of truss spans for the loadings and truss configurations shown. The tables struction” (NDS®) of the American Forest & Paper Association (AFPA). Tables shown are not intended to limit trusses to these bottom chord pitch is one half of the top chord (Y/2). Spruce-Pine-Fir spans are taken from Canadian SPF design values. 2. Representative span for this lumber species and grade has been limited to the representative truss span that can be achieved by the lumber grades N are not intended to be used for design purposes or specific projects. Spans have been determined in accordance with loads, lumber, shapes and configurations. See your WTCA member truss manufacturer for actual truss designs and solutions to custom profiles. Some representative spans for These representative spans have been reviewed by TPI and WTCA engineers. LDI = Load Duration In- crease, also known as CD in NDS®. 3. provided in this table. Representative span for this lumber grade has been limited by the maximum bottom chord panel D the “National Design Standard for Metal Plate Con- the configurations shown may vary with each manufac- FOOTNOTES length based on applying a 200 lb. concentrated nected Wood Truss Construction,” (ANSI/TPI 1-1995) of the Truss Plate Institute (TPI), and the 1991 edition of the “National Design Specification® for Wood Con- turer. Spans are given for 3/12, 4/12, and 5/12 roof pitches (Y). For scissors trusses (sloped bottom chords), the 1. Representative spans shown assume that the mois- ture content of the lumber does not exceed 19% at time of manufacture and during end use. load to represent a construction worker standing on the bottom chord. E D-3 X
- 4. APPENDICES A APPENDIX D: SPAN TABLES B WTCA REPRESENTATIVE ROOF TRUSS SPANS C D E F G H I J K L I N GENERAL NOTES Truss spans shown are examples of truss spans for the loadings and truss configurations shown. The tables struction” (NDS®) of the American Forest & Paper Association (AFPA). Tables shown are not intended to limit trusses to these bottom chord pitch is one half of the top chord (Y/2). Spruce-Pine-Fir spans are taken from Canadian SPF design values. 2. Representative span for this lumber species and grade has been limited to the representative truss span that can be achieved by the lumber grades D are not intended to be used for design purposes or specific projects. Spans have been determined in accordance with loads, lumber, shapes and configurations. See your WTCA member truss manufacturer for actual truss designs and solutions to custom profiles. Some representative spans for These representative spans have been reviewed by TPI and WTCA engineers. LDI = Load Duration In- crease, also known as CD in NDS®. 3. provided in this table. Representative span for this lumber grade has been limited by the maximum bottom chord panel the “National Design Standard for Metal Plate Con- the configurations shown may vary with each manufac- FOOTNOTES length based on applying a 200 lb. concentrated E nected Wood Truss Construction,” (ANSI/TPI 1-1995) of the Truss Plate Institute (TPI), and the 1991 edition of the “National Design Specification® for Wood Con- turer. Spans are given for 3/12, 4/12, and 5/12 roof pitches (Y). For scissors trusses (sloped bottom chords), the 1. Representative spans shown assume that the mois- ture content of the lumber does not exceed 19% at time of manufacture and during end use. load to represent a construction worker standing on the bottom chord. X D-4
- 5. APPENDICES A APPENDIX D: SPAN TABLES WTCA REPRESENTATIVE ROOF TRUSS SPANS B C D E F G H I J K L I GENERAL NOTES Truss spans shown are examples of truss spans for the loadings and truss configurations shown. The tables struction” (NDS®) of the American Forest & Paper Association (AFPA). Tables shown are not intended to limit trusses to these bottom chord pitch is one half of the top chord (Y/2). Spruce-Pine-Fir spans are taken from Canadian SPF design values. 2. Representative span for this lumber species and grade has been limited to the representative truss span that can be achieved by the lumber grades N are not intended to be used for design purposes or specific projects. Spans have been determined in accordance with loads, lumber, shapes and configurations. See your WTCA member truss manufacturer for actual truss designs and solutions to custom profiles. Some representative spans for These representative spans have been reviewed by TPI and WTCA engineers. LDI = Load Duration In- crease, also known as CD in NDS®. 3. provided in this table. Representative span for this lumber grade has been limited by the maximum bottom chord panel D the “National Design Standard for Metal Plate Con- the configurations shown may vary with each manufac- FOOTNOTES length based on applying a 200 lb. concentrated nected Wood Truss Construction,” (ANSI/TPI 1-1995) of the Truss Plate Institute (TPI), and the 1991 edition of the “National Design Specification® for Wood Con- turer. Spans are given for 3/12, 4/12, and 5/12 roof pitches (Y). For scissors trusses (sloped bottom chords), the 1. Representative spans shown assume that the mois- ture content of the lumber does not exceed 19% at time of manufacture and during end use. load to represent a construction worker standing on the bottom chord. E D-5 X
- 6. APPENDICES A APPENDIX D: SPAN TABLES B WTCA REPRESENTATIVE ROOF TRUSS SPANS C D E F G H I J K L I N GENERAL NOTES Truss spans shown are examples of truss spans for the loadings and truss configurations shown. The tables struction” (NDS®) of the American Forest & Paper Association (AFPA). Tables shown are not intended to limit trusses to these bottom chord pitch is one half of the top chord (Y/2). Spruce-Pine-Fir spans are taken from Canadian SPF design values. 2. Representative span for this lumber species and grade has been limited to the representative truss span that can be achieved by the lumber grades D are not intended to be used for design purposes or specific projects. Spans have been determined in accordance with loads, lumber, shapes and configurations. See your WTCA member truss manufacturer for actual truss designs and solutions to custom profiles. Some representative spans for These representative spans have been reviewed by TPI and WTCA engineers. LDI = Load Duration In- crease, also known as CD in NDS®. 3. provided in this table. Representative span for this lumber grade has been limited by the maximum bottom chord panel the “National Design Standard for Metal Plate Con- the configurations shown may vary with each manufac- FOOTNOTES length based on applying a 200 lb. concentrated E nected Wood Truss Construction,” (ANSI/TPI 1-1995) of the Truss Plate Institute (TPI), and the 1991 edition of the “National Design Specification® for Wood Con- turer. Spans are given for 3/12, 4/12, and 5/12 roof pitches (Y). For scissors trusses (sloped bottom chords), the 1. Representative spans shown assume that the mois- ture content of the lumber does not exceed 19% at time of manufacture and during end use. load to represent a construction worker standing on the bottom chord. X D-6
- 7. APPENDICES A APPENDIX D: SPAN TABLES WTCA REPRESENTATIVE ROOF TRUSS SPANS B C D E F G H I J K L I GENERAL NOTES Truss spans shown are examples of truss spans for the loadings and truss configurations shown. The tables struction” (NDS®) of the American Forest & Paper Association (AFPA). Tables shown are not intended to limit trusses to these bottom chord pitch is one half of the top chord (Y/2). Spruce-Pine-Fir spans are taken from Canadian SPF design values. 2. Representative span for this lumber species and grade has been limited to the representative truss span that can be achieved by the lumber grades N are not intended to be used for design purposes or specific projects. Spans have been determined in accordance with loads, lumber, shapes and configurations. See your WTCA member truss manufacturer for actual truss designs and solutions to custom profiles. Some representative spans for These representative spans have been reviewed by TPI and WTCA engineers. LDI = Load Duration In- crease, also known as CD in NDS®. 3. provided in this table. Representative span for this lumber grade has been limited by the maximum bottom chord panel D the “National Design Standard for Metal Plate Con- the configurations shown may vary with each manufac- FOOTNOTES length based on applying a 200 lb. concentrated nected Wood Truss Construction,” (ANSI/TPI 1-1995) of the Truss Plate Institute (TPI), and the 1991 edition of the “National Design Specification® for Wood Con- turer. Spans are given for 3/12, 4/12, and 5/12 roof pitches (Y). For scissors trusses (sloped bottom chords), the 1. Representative spans shown assume that the mois- ture content of the lumber does not exceed 19% at time of manufacture and during end use. load to represent a construction worker standing on the bottom chord. E D-7 X
- 8. APPENDICES A APPENDIX D: SPAN TABLES B WTCA REPRESENTATIVE ROOF TRUSS SPANS C D E F G H I J K L I N GENERAL NOTES Truss spans shown are examples of truss spans for the loadings and truss configurations shown. The tables struction” (NDS®) of the American Forest & Paper Association (AFPA). Tables shown are not intended to limit trusses to these bottom chord pitch is one half of the top chord (Y/2). Spruce-Pine-Fir spans are taken from Canadian SPF design values. 2. Representative span for this lumber species and grade has been limited to the representative truss span that can be achieved by the lumber grades D are not intended to be used for design purposes or specific projects. Spans have been determined in accordance with loads, lumber, shapes and configurations. See your WTCA member truss manufacturer for actual truss designs and solutions to custom profiles. Some representative spans for These representative spans have been reviewed by TPI and WTCA engineers. LDI = Load Duration In- crease, also known as CD in NDS®. 3. provided in this table. Representative span for this lumber grade has been limited by the maximum bottom chord panel the “National Design Standard for Metal Plate Con- the configurations shown may vary with each manufac- FOOTNOTES length based on applying a 200 lb. concentrated E nected Wood Truss Construction,” (ANSI/TPI 1-1995) of the Truss Plate Institute (TPI), and the 1991 edition of the “National Design Specification® for Wood Con- turer. Spans are given for 3/12, 4/12, and 5/12 roof pitches (Y). For scissors trusses (sloped bottom chords), the 1. Representative spans shown assume that the mois- ture content of the lumber does not exceed 19% at time of manufacture and during end use. load to represent a construction worker standing on the bottom chord. X D-8
- 9. APPENDICES A APPENDIX D: SPAN TABLES WTCA REPRESENTATIVE ROOF TRUSS SPANS B C D E F G H I J K L I GENERAL NOTES Truss spans shown are examples of truss spans for the loadings and truss configurations shown. The tables struction” (NDS®) of the American Forest & Paper Association (AFPA). Tables shown are not intended to limit trusses to these bottom chord pitch is one half of the top chord (Y/2). Spruce-Pine-Fir spans are taken from Canadian SPF design values. 2. Representative span for this lumber species and grade has been limited to the representative truss span that can be achieved by the lumber grades N are not intended to be used for design purposes or specific projects. Spans have been determined in accordance with loads, lumber, shapes and configurations. See your WTCA member truss manufacturer for actual truss designs and solutions to custom profiles. Some representative spans for These representative spans have been reviewed by TPI and WTCA engineers. LDI = Load Duration In- crease, also known as CD in NDS®. 3. provided in this table. Representative span for this lumber grade has been limited by the maximum bottom chord panel D the “National Design Standard for Metal Plate Con- the configurations shown may vary with each manufac- FOOTNOTES length based on applying a 200 lb. concentrated nected Wood Truss Construction,” (ANSI/TPI 1-1995) of the Truss Plate Institute (TPI), and the 1991 edition of the “National Design Specification® for Wood Con- turer. Spans are given for 3/12, 4/12, and 5/12 roof pitches (Y). For scissors trusses (sloped bottom chords), the 1. Representative spans shown assume that the mois- ture content of the lumber does not exceed 19% at time of manufacture and during end use. load to represent a construction worker standing on the bottom chord. E D-9 X
- 10. APPENDICES A APPENDIX D: SPAN TABLES B WTCA REPRESENTATIVE ROOF TRUSS SPANS C D E F G H I J K L I N GENERAL NOTES Truss spans shown are examples of truss spans for the loadings and truss configurations shown. The tables struction” (NDS®) of the American Forest & Paper Association (AFPA). Tables shown are not intended to limit trusses to these bottom chord pitch is one half of the top chord (Y/2). Spruce-Pine-Fir spans are taken from Canadian SPF design values. 2. Representative span for this lumber species and grade has been limited to the representative truss span that can be achieved by the lumber grades D are not intended to be used for design purposes or specific projects. Spans have been determined in accordance with loads, lumber, shapes and configurations. See your WTCA member truss manufacturer for actual truss designs and solutions to custom profiles. Some representative spans for These representative spans have been reviewed by TPI and WTCA engineers. LDI = Load Duration In- crease, also known as CD in NDS®. 3. provided in this table. Representative span for this lumber grade has been limited by the maximum bottom chord panel the “National Design Standard for Metal Plate Con- the configurations shown may vary with each manufac- FOOTNOTES length based on applying a 200 lb. concentrated E nected Wood Truss Construction,” (ANSI/TPI 1-1995) of the Truss Plate Institute (TPI), and the 1991 edition of the “National Design Specification® for Wood Con- turer. Spans are given for 3/12, 4/12, and 5/12 roof pitches (Y). For scissors trusses (sloped bottom chords), the 1. Representative spans shown assume that the mois- ture content of the lumber does not exceed 19% at time of manufacture and during end use. load to represent a construction worker standing on the bottom chord. X D-10