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  • Technical Data Sheet

    Cold Formed Profile ZPurlin

    Page 1 of 22

    The Roof & Cladding Company

    T : + 9 7 1 6 5 3 3 8 4 4 9 F : + 9 7 1 6 5 3 3 6 6 7 3

    E: [email protected]

    Website: TigerPROFILES.com

    Re

    v 0

    5, 2

    4-Ju

    l-16

    Information contained here was, at the time of publishing, accurate and true to the best of our knowledge, but isnt intended to replace

    engineering judgmentfor support please contact our Sales Dept. We reserve the right to make any changes for continuous improvement .

    Product Description Our Z-Purlins are the secondary structural members used to support the roof sheeting / wall cladding.

    Besides being economical to use, they give an excellent strength- to- weight ratio, thus providing substantial

    cost savings.

    Our Z-Purlins are characterized by:

    Having a high strength to weight ratio

    Being economical;

    Being usable for large spans upto 11.0m;

    Being quickly installed

    Being mostly custom made.

    Besides Z-Purlins, we also produce C-Purlinsplease refer to relevant data sheet.

    Material and Product Specifications

    Usage Structural member

    Material

    & Post-Production

    Thickness

    Galvanized Iron (GI) Grade SQ-50

    ASTM A653M

    Minimum Specified Yield Stress (fy)

    = 345 N/mm2

    Dimensions

    Span: Upto 11.0 metres

    Depth: 100 to 450mm

    Coating/Finish G90 (275 grams/m2 Zinc Coating)

  • Technical Data Sheet

    Cold Formed Profile ZPurlin

    Page 2 of 22

    The Roof & Cladding Company

    T : + 9 7 1 6 5 3 3 8 4 4 9 F : + 9 7 1 6 5 3 3 6 6 7 3

    E: [email protected]

    Website: TigerPROFILES.com

    Re

    v 0

    5, 2

    4-Ju

    l-16

    Information contained here was, at the time of publishing, accurate and true to the best of our knowledge, but isnt intended to replace

    engineering judgmentfor support please contact our Sales Dept. We reserve the right to make any changes for continuous improvement .

    General Properties Section Properties

    Section Weight Kg/m

    d (mm)

    t (mm)

    a (mm)

    b (mm)

    c (mm)

    lx defl cm4

    sx(t) cm3 Sx (b) cm3

    Sxe(t) cm3

    Sxe(b) cm3

    Rx cm ly cm4 Sy cm3 Ry cm

    Z 12215 2.92 122 1.50 55 50 17 88.500 14.800 14.230 13.099 13.922 4.864 29.920 4.610 2.828

    Z 14215 3.21 142 1.50 55 50 20 128.900 18.480 17.830 17.203 17.600 5.585 33.650 5.010 2.854

    Z 14218 3.85 142 1.8 55 50 20 153.300 21.990 21.210 21.990 21.210 5.571 39.900 5.960 2.842

    Z 14220 4.29 142 2.00 55 50 20 169.300 24.290 23.430 24.290 23.430 5.561 43.990 6.580 2.834

    Z 14225 5.36 142 2.50 55 50 20 208.600 29.920 28.860 29.920 28.860 5.537 53.910 8.090 2.815

    Z 17215 3.45 172 1.50 55 50 15 194.000 22.950 22.190 20.040 21.490 6.617 27.580 4.330 2.495

    Z 17218 4.14 172 1.80 55 50 15 231.000 27.320 26.420 25.690 26.080 6.602 32.680 5.140 2.483

    Z 17220 4.60 172 2.00 55 50 15 255.300 30.200 29.200 28.820 28.920 6.592 36.010 5.670 2.476

    Z 17225 5.75 172 2.50 55 50 15 315.000 37.250 36.020 37.250 36.020 6.567 44.080 6.970 2.457

    Z 18215 3.57 182 1.50 55 50 16 223.700 24.980 24.190 22.110 23.490 6.965 28.740 4.460 2.497

    Z 18218 4.28 182 1.80 55 50 16 266.400 29.750 28.810 29.690 28.490 6.950 34.070 5.300 2.485

    Z 18220 4.76 182 2.00 55 50 16 294.500 32.890 31.850 31.740 31.620 6.939 37.550 5.840 2.478

    Z 18225 5.95 182 2.50 55 50 16 363.500 40.600 39.300 40.600 39.300 6.914 45.960 7.180 2.459

    Z 20215 3.92 202 1.50 60 55 16 301.700 30.320 29.440 26.290 28.410 7.721 35.860 5.160 2.662

    Z 20218 4.7 202 1.80 60 55 16 359.600 36.130 35.080 32.500 34.200 7.705 42.540 6.130 2.650

    Z 20220 5.23 202 2.00 60 55 16 397.700 39.960 38.800 37.490 38.250 7.695 46.910 6.770 2.643

    Z 20225 6.53 202 2.50 60 55 16 491.400 49.380 47.940 48.050 47.670 7.670 57.510 8.330 2.624

    Z 23215 4.53 232 1.50 70 65 17 462.700 40.400 39.380 31.970 37.540 8.900 55.220 6.890 3.075

    Z 23218 5.44 232 1.80 70 65 17 551.900 48.190 46.980 41.400 45.210 8.884 65.610 8.200 3.063

    Z 23220 6.04 232 2.00 70 65 17 610.800 53.340 51.990 45.880 50.050 8.874 72.420 9.060 3.056

    Z 23225 7.55 232 2.50 70 65 17 755.900 66.010 64.340 62.070 63.450 8.849 89.020 11.170 3.037

    Z 25215 4.76 252 1.50 70 65 16 558.900 44.900 43.820 34.060 41.650 9.563 53.410 6.710 2.956

    Z 25218 5.71 252 1.80 70 65 16 666.800 53.580 52.290 46.120 50.240 9.547 63.440 7.990 2.945

    Z 25220 6.34 252 2.00 70 65 16 738.100 59.310 57.870 50.940 55.570 9.537 70.020 8.830 2.937

    Z 25225 7.93 252 2.50 70 65 16 913.900 73.430 71.660 68.630 70.470 9.511 86.060 10.880 2.918

    Z 26215 5.18 262 1.50 80 72 20 672.800 52.300 50.450 38.150 47.850 10.069 81.490 8.890 3.504

    Z 26218 6.22 262 1.80 80 72 20 803.200 62.430 60.230 51.100 57.530 10.054 96.930 10.590 3.493

    Z 26220 6.91 262 2.00 80 72 20 889.300 69.130 66.680 58.870 64.050 10.044 107.070 11.710 3.485

    Z 26225 8.63 262 2.50 80 72 20 1101.900 85.660 82.620 75.890 80.220 10.019 131.890 14.460 3.466

    Z 30218 6.85 302 1.80 85 80 16 1159.100 77.550 75.990 54.030 71.170 11.483 106.240 11.250 3.477

    Z 30220 7.61 302 2.00 85 80 16 1283.800 85.900 84.170 64.840 79.330 11.473 117.370 12.440 3.469

    Z 30225 9.52 302 2.50 85 80 16 1592.200 106.530 104.380 87.610 98.900 11.447 144.640 15.370 3.450

    Z 34220 8.76 342 2.00 100 92 20 1939.869 103.968 74.617 74.940 103.968 13.100 193.680 12.940 4.138

    Z 34225 10.87 342 2.50 100 92 20 2405.800 135.769 110.126 111.507 130.895 13.670 239.096 16.430 4.120

    Z 34230 12.95 342 3.00 100 92 20 2862.350 164.412 145.933 144.158 158.107 13.041 283.345 21.389 4.102

    Notes: a) Design of Purlins is based on AISI-1996 b) Allowable loads applicable for 2 or more bays & upto slopes of 3:10 only

    c) Allowable capacities for uplift loads are increased by 33 1/3 % as per AISI 3 d) Sag rods are located at equal distances

  • Technical Data Sheet

    Cold Formed Profile ZPurlin

    Page 3 of 22

    The Roof & Cladding Company

    T : + 9 7 1 6 5 3 3 8 4 4 9 F : + 9 7 1 6 5 3 3 6 6 7 3

    E: [email protected]

    Website: TigerPROFILES.com

    Re

    v 0

    5, 2

    4-Ju

    l-16

    Information contained here was, at the time of publishing, accurate and true to the best of our knowledge, but isnt intended to replace

    engineering judgmentfor support please contact our Sales Dept. We reserve the right to make any changes for continuous improvement .

    BU

    TT

    SY

    ST

    EM

    Working Loads

    Section

    Ref

    Weight Kg/m

    Total UDL KN

    Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN

    [Purlin Centers in mms] Deflection [Metal cladding] No of Antisag Rods

    1000 1200 1500 1800 2000 Span/180 0 1 2 3

    Span 3.50 M

    Z 12215 2.92 6.02 1.72 1.43 1.15 0.96 0.86 6.16 4.52 7.53 - -

    Z 14215 3.21 8.05 2.30 1.92 1.53 1.28 1.15 8.96 5.88 9.63 - -

    Z 14218 3.85 9.97 2.85 2.38 1.90 1.58 1.43 10.68 7.00 11.45 - -

    Z 14220 4.29 11.06 3.16 2.63 2.11 1.76 1.58 11.80 7.77 12.53 - -

    Z 14225 5.36 13.65 3.90 3.25 2.60 2.17 1.95 14.53 10.01 15.40 - -

    Span 4.00 M

    Z 12215 2.92 5.36 1.34 1.12 0.89 0.74 0.67 4.72 3.56 5.92 - -

    Z 14215 3.21 7.04 1.76 1.47 1.17 0.98 0.88 6.88 4.68 7.61 - -

    Z 14218 3.85 8.80 2.20 1.83 1.47 1.22 1.10 8.20 5.80 9.04 - -

    Z 14220 4.29 9.64 2.41 2.01 1.61 1.34 1.21 9.00 6.44 9.92 - -

    Z 14225 5.36 11.88 2.97 2.48 1.98 1.65 1.49 11.08 7.92 12.24 - -

    Z17215 3.45 8.24 2.06 1.72 1.37 1.14 1.03 10.28 5.48 8.40 - -

    Z 17218 4.14 10.56 2.64 2.20 1.76 1.47 1.32 12.28 7.00 10.00 - -

    Z 17220 4.6 11.84 2.96 2.47 1.97 1.64 1.48 13.60 7.84 11.04 - -

    Z 17225 5.75 14.96 3.74 3.12 2.49 2.08 1.87 16.80 9.92 13.40 - -

    Span 4.50 M

    Z 14215 3.21 6.30 1.40 1.17 0.93 0.78 0.70 5.40 4.19 5.94 - -

    Z 14218 3.85 7.74 1.72 1.43 1.15 0.78 0.86 6.44 5.18 7.16 - -

    Z 14220 4.29 8.60 1.91 1.59 1.27 0.78 0.96 7.16 5.72 7.83 - -

    Z 14225 5.36 10.62 2.36 1.97 1.57 0.78 1.18 8.78 7.02 9.59 - -

    Z 17215 3.45 7.34 1.63 1.36 1.09 0.78 0.82 8.15 4.86 6.21 - -

    Z 17218 4.14 9.41 2.09 1.74 1.39 0.78 1.05 9.77 6.26 7.34 - -

    Z 17220 4.6 10.53 2.34 1.95 1.56 0.78 1.17 10.71 7.02 8.15 - -

    Z 17225 5.75 13.19 2.93 2.44 1.95 0.78 1.47 13.32 8.82 9.90 - -

    Z 18215 3.57 8.55 1.90 1.58 1.27 0.78 0.95 9.41 5.36 6.84 - -

    Z 18218 4.28 10.35 2.30 1.92 1.53 0.78 1.15 11.25 6.84 8.15 - -

    Z 18220 4.76 11.61 2.58 2.15 1.72 0.78 1.29 12.47 7.74 8.96 - -

    Z 18225 5.92 14.49 3.22 2.68 2.15 0.78 1.61 15.39 9.59 11.03 - -

    Z 20215 3.92 9.59 2.13 1.78 1.42 0.78 1.07 12.78 6.39 9.18 - -

    Z 20218 4.7 11.97 2.66 2.22 1.77 0.78 1.33 15.12 7.92 11.03 - -

    Z 20220 5.23 13.68 3.04 2.53 2.03 0.78 1.52 16.65 9.09 12.11 - -

    Z 20225 6.53 17.51 3.89 3.24 2.59 0.78 1.95 20.75 11.61 14.85 - -

    Notes applicable on all following pages: a) Design of Purlins is based on AISI-1996 b) Allowable loads applicable for 2 or more bays & upto slopes of 3:10 only c) Allowable capacities for uplift loads are increased by 33 1/3 % as per AISI 3 d) Sag rods are located at equal distances

  • Technical Data Sheet

    Cold Formed Profile ZPurlin

    Pag