Product Sheet - Agway Metals Inc

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