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DuraGal ® Profiles y L x x DuraGal Channels x- and y-axes Effective Section Properties Grade C450L0 / C400L0 (TS 100) t d d – 2t r o b f R y Dimensions Ratios Grade Effective Section Properties Effective Area of Section Depth Between Flanges (d-2r o ) Outside Corner Radius Designation Mass About x-axis About y-axis (b-r o ) Actual Thickness per metre d b f t r o d - 2t t t f y A e I ex Z ex I eyR Z eyR I eyL Z eyL Yield Stress A e A f b e (b-r o ) d e (d-2r o ) Nominal Thickness mm mm mm kg/m mm mm mm mpa mm 2 10 6 mm 4 10 3 mm 3 10 6 mm 4 10 3 mm 3 10 6 mm 4 10 3 mm 3 35.0 26.8 2.44 1.89 35.0 22.4 2.44 1.46 294 206 44.2 32.0 3450 2100 400 450 0.950 0.763 1.00 0.801 0.915 0.712 9.25 12.7 33.5 45.3 284 288 16.0 14.0 8.0 6.0 28.5 21.6 300 x 90 x 8.0 CC 6.0 CC 250 x 90 x 6.0 CC 19.2 6.0 14.0 238 37.0 12.7 0.825 0.801 0.831 450 2040 20.5 158 1.41 22.2 1.79 26.2 230 x 75 x 6.0 CC 16.9 6.0 14.0 218 33.7 10.2 0.879 0.925 0.906 450 1950 15.4 132 1.05 18.2 1.05 18.2 17.9 14.3 1.00 0.812 17.9 11.0 1.00 0.560 108 79.5 11.0 8.37 1880 1240 450 450 0.955 0.787 0.925 0.741 0.968 0.797 10.2 14.1 28.7 38.9 188 191 14.0 8.7 6.0 4.7 15.5 12.4 200 x 75 x 6.0 CC 5.0 CC 180 x 75 x 5.0 CC 11.6 4.7 8.7 171 34.6 14.1 0.863 0.741 0.820 450 1220 6.50 68.4 0.550 11.0 0.787 14.1 150 x 75 x 5.0 CC 10.5 4.7 8.7 141 28.2 14.1 0.977 0.741 0.869 450 1160 4.22 52.9 0.532 10.9 0.743 13.7 125 x 65 x 4.0 CC 7.23 3.8 7.8 117 28.8 15.1 0.966 0.705 0.845 450 779 2.00 29.8 0.256 6.24 0.388 8.32 100 x 50 x 4.0 CC 5.59 3.8 7.8 92.4 22.2 11.1 1.00 0.875 0.944 450 672 1.04 20.1 0.164 4.67 0.174 4.86 75 x 40 x 4.0 CC 4.25 3.8 7.8 67.4 15.6 8.47 1.00 1.00 1.00 450 541 0.457 12.2 0.0840 3.01 0.0840 3.01 Notes: 1. Steel grade C450L0 / C400L0 (for t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. and be are the effective widths of the web and flange respectively. 3. de, be and Ae are calculated for sections with uniform axial compressive stress fy. 4. IeyL and ZeyL are for compression at point “L”; IeyR and ZeyR are for compression at point “R”; 2. Effective section properties are calculated in accordance with AS/NZS 4600. duragal® CHANNELS Dimensions and Properties Handbook 29
DuraGal ® Profiles duragal® CHANNELS y x o x x DuraGal Channels x- and y-axes Section Properties for Member Stability Grade C450L0 / C400L0 (TS 100) Shear Centre y Monosymmetry Section Constants Polar Radius of Gyration about the Shear Centre Coordinate of Shear Centre Warping Constant Torsion Constant d b f J I w x 0 r 01 ß y Designation Mass Nominal per Thickness metre mm mm mm kg/m 10 3 mm 4 10 9 mm 6 mm mm mm 338 340 122 123 43.4 44.0 37.7 29.6 77.4 33.0 28.5 21.6 300 x 90 x 8.0 CC 6.0 CC 250 x 90 x 6.0 CC 19.2 29.4 19.2 47.8 110 273 230 x 75 x 6.0 CC 16.9 25.8 9.48 37.8 96.7 254 217 218 89.0 89.7 40.2 40.6 6.78 5.52 23.7 11.6 15.5 12.4 200 x 75 x 6.0 CC 5.0 CC 180 x 75 x 5.0 CC 11.6 10.9 4.29 42.4 84.9 197 150 x 75 x 5.0 CC 10.5 9.87 2.77 45.4 78.3 171 125 x 65 x 4.0 CC 7.23 4.43 1.01 40.0 67.0 145 100 x 50 x 4.0 CC 5.59 3.43 0.285 30.1 51.8 113 75 x 40 x 4.0 CC 4.25 2.60 0.0760 24.4 40.1 85.9 Notes: 1. Steel grade C450L0 / C400L0 (for t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. With the exception of J, properties are calculated assuming a simplified shape where the bends are eliminated and the section is represented by straight mid-lines in accordance with Clause 2.1.2.1 of AS/NZS 4600. 3. ß x is zero for channels. 30 Dimensions and Properties Handbook
Page 1 and 2: DIMENSIONS & PROPERTIES HANDBOOK ST
Page 3 and 4: D&P Contents Profiles..............
Page 5 and 6: Equal Angles - continued x- and y-a
Page 7 and 8: Profiles EQUAL ANGLES Load B Equal
Page 9 and 10: t Profiles EQUAL ANGLES b 1 -t p T
Page 11 and 12: Unequal Angles - continued x- and y
Page 13 and 14: Unequal Angles n- and p-axes Dimens
Page 15 and 16: Profiles PARALLEL FLANGE CHANNELS P
Page 17 and 18: DuraGal ® Profiles duragal® equal
Page 21 and 22: x y 1 2 b 1 r o 5 DuraGal Equal Ang
Page 23 and 24: 1 n r n o p b b2 2 DuraGal Equal An
Page 29 and 30: DuraGal ® Profiles duragal® UNequ
Page 31: y x x DuraGal Channels x- and y-axe
Page 35 and 36: Plate plate products Plate There ar
Page 37 and 38: Coil COIL products Coil Summarised
Page 39 and 40: Coil COIL products Galvanised: AS/N
Page 41 and 42: Coil COIL products Wire and Sheet M
Page 43 and 44: RHS RECTANGULAR HOLLOW SECTIONS y x
Page 45 and 46: RHS RECTANGULAR HOLLOW SECTIONS y x
Page 47 and 48: DuraGal ® RHS RECTANGULAR HOLLOW S
Page 49 and 50: DuraGal ® RHS RECTANGULAR HOLLOW S
Page 51 and 52: Galtube Plus RECTANGULAR HOLLOW SEC
Page 53 and 54: shs Square HOLLOW SECTIONS y n x x
Page 55 and 56: shs Square HOLLOW SECTIONS y n x x
Page 57 and 58: DuraGal Square Hollow Sections Dime
Page 59 and 60: Joists Taper Flange Beams y Joists
Page 61 and 62: UB UNIVERSAL BEAMS y Universal Beam
Page 63 and 64: UB UNIVERSAL BEAMS y Universal Beam
Page 65 and 66: UC UNIVERSAL columns y Universal Co
Page 67 and 68: T&P tube and pipe ERW Welded Tube T
Page 69 and 70: T&P tube and pipe Identification of
Page 71 and 72: CHS Circular hollow sections Maximu
Page 73 and 74: T&P tube and pipe Tube and Pipe Qui
Page 75 and 76: T&P tube and pipe Ultimate Tensile
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T&P tube and pipe Ultimate Tensile
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Page 89 and 90:
Page 91 and 92:
Page 93 and 94:
Galtube Plus Circular hollow sectio
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UP Ultrapipe Circular hollow sectio
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UP Ultrapipe Circular hollow sectio
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CCI conversion and comparison infor
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Page 113 and 114:
Dimensions and Properties Handbook
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Dimensions and Properties Handbook
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Notes: 114 Dimensions and Propertie
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DIMENSIONS

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