SECTION DIMENSIONS & PROPERTIES. Elastic Section Modulus About X-X. Radius of Gyration About X-X. (in 3 ) r x. (in) I y

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r h s 6 10 COLD FORMED STRUCTURAL S DIMENSIONS & PROPERTIES IMPERIAL DIMENSIONS PROPERTIES Depth of Flange idth Length of Lip Thickness of Steel Area of Aout - Aout - Aout - Aout - Local of Minor

95 0.060 0.75 4.31 1.44 2.40 1.46 0.47 1.40 0.84 26.5 8.93E-04 8.7 0614 6 2.50 0.95 0.075 0.93 5.33 1.78 2.39 1.80 0.58 1.39 0.83 26.4 1.73E-03 10.7 0613 6 2.50 0.95 0.090 1.11 6.34 2.11 2.39 2.14 0.

1 r h s 6 10 COLD FORMED STRUCTURAL S DIMENSIONS & PROPERTIES IMPERIAL DIMENSIONS PROPERTIES Depth of Flange idth Length of Lip Thickness of Steel Area of Aout - Aout - Aout - Aout - Local of Minor Principal Axes St. Venant Torsion arping d (in) (in) h (in) t (in) A (in 2 ) I x (in 4 ) S x (in 3 ) r x (in) I y (in 4 ) S y (in 3 ) r y (in) r min (in) ang ( ) J (in 4 ) C w (in 6 ) E E E E E E E E E E E E E E E E E E E E E E E E ExSteel roll forms a wide range of cee and zee sections for use in uilding applications or to replace hot rolled sections. Sizes range from 4 1/2 to 16 inches deep with flange widths from 2 to 3 1/2 inches and thicknesses from 16 ga. (0.06 in) to 10 ga. (0.135 in). An infinite choice of sizes etween those listed are also availale. This design tale only includes standard section sizes that are typically manufactured y ExSteel. 1. properties are in accordance with 2004 NAS - Canada (LSD) for the Design of Cold-Formed Steel Structural Memers Springwater Road, Aylmer, Ontario, N5H 2R Revised: Sept 9/09

2 r h s 6 10 COLD FORMED STRUCTURAL S Mass (l/ft) ' 4" 8" RESISTANCE TABLE (ft) < (kip-ft) IMPERIAL LIMIT STATES DESIGN NAS - CANADA (kip-ft) (FACTORED EFFECTIVE MOMENT RESISTANCE) UNBRACED LENGTH 6' 8' 10' 12' 14' 16' 18' 20' Loads are ased on steel conforming to G40.21 or ASTM A1011/A1011M. 2. Memer resistances are in accordance with 2004 NAS - Canada (LSD) for the Design of Cold-Formed Steel Structural Memers. 3. Values have een calculated assuming no effect from cold work of forming. 4. Users of data contained in these tales assume all liaility arising from such use. F y = 55 ksi = minimum specified yield strength = factored shear resistance = calculated maximum unraced length to achieve fully raced memer capacities K x = K y = K t = factored effective moment resistance for unraced length less than or equal to C = factored effective moment resistance ased on unsupported length = factored compressive resistance for a fully raced memer 4 = 4 earing we crippling resistance 8 = 8 earing we crippling resistance R = Average end radius (all values calculated ased on 3/16 end radius)

3 r h s COLD FORMED STRUCTURAL S DIMENSIONS & PROPERTIES IMPERIAL DIMENSIONS PROPERTIES Depth of Flange idth Length of Lip Thickness of Steel Area of Aout - Aout - Aout - Aout - Local of Minor Principal Axes St. Venant Torsion arping d (in) (in) h (in) t (in) A (in 2 ) I x (in 4 ) S x (in 3 ) r x (in) I y (in 4 ) S y (in 3 ) r y (in) r min (in) ang ( ) J (in 4 ) C w (in 6 ) E E E E E E E E E ExSteel roll forms a wide range of cee and zee sections for use in uilding applications or to replace hot rolled sections. Sizes range from 4 1/2 to 16 inches deep with flange widths from 2 to 3 1/2 inches and thicknesses from 16 ga. (0.06 in) to 10 ga. (0.135 in). An infinite choice of sizes etween those listed are also availale. This design tale only includes standard section sizes that are typically manufactured y ExSteel. 1. properties are in accordance with 2004 NAS - Canada (LSD) for the Design of Cold-Formed Steel Structural Memers Springwater Road, Aylmer, Ontario, N5H 2R Revised: Sept 9/09

4 r h s COLD FORMED STRUCTURAL S Mass (l/ft) ' 4" 8" RESISTANCE TABLE (ft) < (kip-ft) IMPERIAL LIMIT STATES DESIGN NAS - CANADA (kip-ft) (FACTORED EFFECTIVE MOMENT RESISTANCE) UNBRACED LENGTH 6' 8' 10' 12' 14' 16' 18' 20' Loads are ased on steel conforming to G40.21 or ASTM A1011/A1011M. 2. Memer resistances are in accordance with 2004 NAS - Canada (LSD) for the Design of Cold-Formed Steel Structural Memers. 3. Values have een calculated assuming no effect from cold work of forming. 4. Users of data contained in these tales assume all liaility arising from such use. F y = 55 ksi = minimum specified yield strength = factored shear resistance = calculated maximum unraced length to achieve fully raced memer capacities K x = K y = K t = factored effective moment resistance for unraced length less than or equal to C = factored effective moment resistance ased on unsupported length = factored compressive resistance for a fully raced memer 4 = 4 earing we crippling resistance 8 = 8 earing we crippling resistance R = Average end radius (all values calculated ased on 3/16 end radius)

5 r h s 152 mm 254 mm COLD FORMED STRUCTURAL S DIMENSIONS & PROPERTIES METRIC DIMENSIONS PROPERTIES Depth of Flange idth Length of Lip Thickness of Steel Area of Aout - Aout - Aout - Aout - Local of Minor Principal Axes St. Venant Torsion arping d (mm) (mm) h (mm) t (mm) A (mm 2 ) I x (10 6 mm 4 ) S x (10 3 mm 3 ) r x (mm) I y (10 6 mm 4 ) S y (10 3 mm 3 r y (mm) r min (mm) ang ( ) J (10 3 mm 4 ) C w (10 9 mm 6 ) ExSteel roll forms a wide range of cee and zee sections for use in uilding applications or to replace hot rolled sections. Sizes range from 114 to 406 mm inches deep with flange widths from 51 to 89 mm and thicknesses from 16 ga. (1.52mm) to 10 ga. (3.42mm). An infinite choice of sizes etween those listed are also availale. This design tale only includes standard section sizes that are typically manufactured y ExSteel. 1. properties are in accordance with 2004 NAS - Canada (LSD) for the Design of Cold-Formed Steel Structural Memers Springwater Road, Aylmer, Ontario, N5H 2R Revised: Sept 9/09

6 r h s 152 mm 254 mm COLD FORMED STRUCTURAL S Mass (kg/m) ' 102mm 203mm RESISTANCE TABLE (m) < (kn-m) METRIC LIMIT STATES DESIGN NAS - CANADA (kn-m) (FACTORED EFFECTIVE MOMENT RESISTANCE) UNBRACED LENGTH 1.83m 2.44m 3.05m 3.66m 4.27m 4.88m 5.49m 6.1m Loads are ased on steel conforming to G40.21 or ASTM A1011/A1011M. 2. Memer resistances are in accordance with 2004 NAS - Canada (LSD) for the Design of Cold-Formed Steel Structural Memers. 3. Values have een calculated assuming no effect from cold work of forming. 4. Users of data contained in these tales assume all liaility arising from such use. F y = 379 MPa = minimum specified yield strength = factored shear resistance = calculated maximum unraced length to achieve fully raced memer capacities K x = K y = K t = factored effective moment resistance for unraced length less than or equal to C = factored effective moment resistance ased on unsupported length = factored compressive resistance for a fully raced memer 102mm = 102mm earing we crippling resistance 203mm = 203mm earing we crippling resistance R = Average end radius (all values calculated ased on 4.8mm end radius)

7 r h s 305 mm 356 mm COLD FORMED STRUCTURAL S DIMENSIONS & PROPERTIES METRIC DIMENSIONS PROPERTIES Depth of Flange idth Length of Lip Thickness of Steel Area of Aout - Aout - Aout - Aout - Local of Minor Principal Axes St. Venant Torsion arping d (mm) (mm) h (mm) t (mm) A (mm 2 ) I x (10 6 mm 4 ) S x (10 3 mm 3 ) r x (mm) I y (10 6 mm 4 ) S y (10 3 mm 3 r y (mm) r min (mm) ang ( ) J (10 3 mm 4 ) C w (10 9 mm 6 ) ExSteel roll forms a wide range of cee and zee sections for use in uilding applications or to replace hot rolled sections. Sizes range from 114 to 406 mm inches deep with flange widths from 51 to 89 mm and thicknesses from 16 ga. (1.52mm) to 10 ga. (3.42mm). An infinite choice of sizes etween those listed are also availale. This design tale only includes standard section sizes that are typically manufactured y ExSteel. 1. properties are in accordance with 2004 NAS - Canada (LSD) for the Design of Cold-Formed Steel Structural Memers Springwater Road, Aylmer, Ontario, N5H 2R Revised: Sept 9/09

8 r h s 305 mm 356 mm COLD FORMED STRUCTURAL S Mass (kg/m) ' 102mm 203mm RESISTANCE TABLE (m) < (kn-m) METRIC LIMIT STATES DESIGN NAS - CANADA (kn-m) (FACTORED EFFECTIVE MOMENT RESISTANCE) UNBRACED LENGTH 1.83m 2.44m 3.05m 3.66m 4.27m 4.88m 5.49m 6.1m Loads are ased on steel conforming to G40.21 or ASTM A1011/A1011M. 2. Memer resistances are in accordance with 2004 NAS - Canada (LSD) for the Design of Cold-Formed Steel Structural Memers. 3. Values have een calculated assuming no effect from cold work of forming. 4. Users of data contained in these tales assume all liaility arising from such use. F y = 379 MPa = minimum specified yield strength = factored shear resistance = calculated maximum unraced length to achieve fully raced memer capacities K x = K y = K t = factored effective moment resistance for unraced length less than or equal to C = factored effective moment resistance ased on unsupported length = factored compressive resistance for a fully raced memer 102mm = 102mm earing we crippling resistance 203mm = 203mm earing we crippling resistance R = Average end radius (all values calculated ased on 4.8mm end radius)

DeltaStud - Lightweight Steel Framing

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