Product Sheet - Agway Metals Inc

Wall CladdingIMPERIALHF-11F and HF-11NFHF-11F WITH FLUTE (AS SHOWN)HF-11NF WITHOUT INTERMEDIARY FLUTE1211PAINTED SURFACEALL DIMENSIONS ARE IN INCHES1.51.561.62Section PropertiesBase SteelThickness(in.)0.0300.0360.048Load TableSDSDSDSDSDSDSDSDSDSDSDWeightG90(psf)(Per Foot of Width)Section ModulusMid Span Support(in 3 ) (in 3 )DeflectionMoment of InertiaMid Span (in 4 )Specified Web Crippling Data (lb)End End Interior InteriorPe1 Pe2 Pi1 Pi21.87 33 0.0934 0.145 0.0926 195 48.7 376 63.92.23 33 0.125 0.182 0.120 287 71.8 553 942.96 33 0.198 0.261 0.178 527 132 1011 17283 110 175168 217 32465 87 138118 153 22753 70 11286 111 16644 58 9265 84 12537 49 7850 64 9631 42 6639 51 7527 36 5731 41 6023 31 5026 33 4921 28 4421 27 4018 24 3918 23 3416 22 3515 19 28Live Load Factor = 1.4; Importance Factor = 0.75; Importance Category = 1.0Maximum Specified Uniformly Distributed Loads in psfSpan 1-Span 2-Span 3-SpanBase Steel Thickness (in.) Base Steel Thickness (in.) Base Steel Thickness (in.)(ft.) 0.030 0.036 0.048 0.030 0.036 0.048 0.030 0.036 0.0484’-0”4’-6”5’-0”5’-6”6’-0”6’-6”7’-0”7’-6”8’-0”8’-6”9’-0”YieldStress(ksi)118* 161 230404 521 777101 127 182284 366 54682 103 147207 267 39868 85 122155 200 29957 72 102120 154 23049 61 8794 121 18142 53 7575 97 14536 46 6661 79 11832 40 5850 65 9728 36 5142 54 8125 32 4635 46 68129 172 273318 410 612102 136 216223 288 43083 110 175163 210 31368 91 144122 158 23557 76 12194 122 18149 65 10374 96 14342 56 8959 77 11437 49 7848 62 9332 43 6840 51 7629 38 6033 43 6425 34 5428 36 54Notes:1. Steel conforms toASTM A653.2. Section propertiesare in accordance withCSA-S136-07.3. Values in row “S”are based on strength.4. Values in row “D”are based on adeflection limitof 1/180 of the span.5. Web crippling notincluded in strengthvalues. See examplecalculation in notesto designer.6. Oil canning may bepresent due tothickness andcoverage. Oil canning isnot a valid reason forrejection of thisproduct.7. Contact the salesdepartment for stockedcolours and gauges.8. The load tablecontained on this datasheet was prepared byDr. R.M. Schuster P.Eng.Professor Emeritus ofStructural Engineering,University of Waterloo,Ontario, Canada.Apr. 2010* load controlled by web crippling based on 1.5” bearing

METRICHF-11F and HF-11NFWall CladdingHF-11F WITH FLUTE (AS SHOWN)HF-11NF WITHOUT INTERMEDIARY FLUTE305279PAINTED SURFACE38ALL DIMENSIONS ARE IN MILLIMETERS4042Notes:1. Steel conforms toASTM A653M.2. Section propertiesare in accordance withCSA-S136-07.3. Values in row “S”are based on strength.4. Values in row “D”are based on adeflection limitof 1/180 of the span.5. Web crippling notincluded in strengthvalues. See examplecalculation in notesto designer.6. Oil canning may bepresent due tothickness andcoverage. Oil canning isnot a valid reason forrejection of thisproduct.7. Contact the salesdepartment for stockedcolours and gauges.8. The load tablecontained on this datasheet was prepared byDr. R.M. Schuster P.Eng.Professor Emeritus ofStructural Engineering,University of Waterloo,Ontario, Canada.Section PropertiesBase SteelThickness(mm)Load TableSDSDSDSDSDSDSDSDSDSDSD4.11 5.48 8.708.43 10.9 16.23.02 4.03 6.395.31 6.85 10.22.63 3.51 5.574.32 5.57 8.302.31 3.08 4.903.56 4.59 6.841.83 2.44 3.872.50 3.22 4.811.48 1.97 3.131.82 2.35 3.501.22 1.63 2.591.37 1.77 2.631.03 1.37 2.181.05 1.36 2.030.95 1.26 2.010.93 1.20 1.790.88 1.17 1.850.83 1.07 1.590.75 1.01 1.600.66 0.86 1.28Live Load Factor = 1.4; Importance Factor = 0.75; Importance Category = 1.0Maximum Specified Uniformly Distributed Loads in kPaSpan 1-Span 2-Span 3-SpanBase Steel Thickness (mm) Base Steel Thickness (mm) Base Steel Thickness (mm)(mm) 0.762 0.914 1.22 0.762 0.914 1.22 0.762 0.914 1.22120014001500160018002000220024002500260028000.7620.9141.22MassZ275(kg/m 2 )(Per Metre of Width)YieldStress(MPa)Section Modulus DeflectionMid Span Support Moment of Inertia(x 10 3 mm 3 ) (x 10 3 mm 3 ) Mid Span (x 10 6 mm 4 )8.85 230 5.00 7.79 0.126 2.87 0.718 5.55 0.94310.6 230 6.67 9.79 0.163 4.24 1.06 8.16 1.3914.2 230 10.6 14.0 0.243 7.78 1.94 14.9 2.545.90* 8.04 11.520.2 26.1 38.94.70 5.91 8.4512.8 16.4 24.54.10 5.15 7.3610.4 13.4 19.93.60 4.52 6.478.54 11.0 16.42.84 3.57 5.116.00 7.74 11.52.30 2.89 4.144.37 5.64 8.411.90 2.39 3.423.28 4.24 6.321.60 2.01 2.872.53 3.26 4.871.47 1.85 2.652.24 2.89 4.301.36 1.71 2.451.99 2.57 3.831.18 1.48 2.111.59 2.06 3.06Specified Web Crippling Data (kN)End End Interior InteriorPe1 Pe2 Pi1 Pi26.42 8.56 13.615.9 20.6 30.74.72 6.29 9.9910.0 13.0 19.34.11 5.48 8.708.16 10.5 15.73.61 4.82 7.656.72 8.68 12.92.85 3.81 6.044.72 6.09 9.082.31 3.08 4.903.44 4.44 6.621.91 2.55 4.052.59 3.34 4.971.61 2.14 3.401.99 2.57 3.831.48 1.97 3.131.76 2.27 3.391.37 1.82 2.901.57 2.02 3.011.18 1.57 2.501.25 1.62 2.41* load controlled by web crippling based on 38 mm bearingApr. 2010