25754_BCG_Sharjah_Intl_Airport_Expansion

SHJ_UAE

Purlins Summary List

Purlins Sample MTC's & Data sheets Summary for Approval

S/No Purlins and Sagrods Data Sheet Remarks
1 C20215 Attached Attached Sample MTC
2 Z20225 Attached Attached Sample MTC
3 Z30220 Attached Attached Sample MTC
25754_BCG_Sharjah_Intl_Airport_Expansion
SHJ_UAE

Purlins Data Sheets

25754_BCG_Sharjah_Intl_Airport_Expansion
SHJ_UAE

Purlins Data Sheets

C20215
 Cold Formed Profile C—Purlin
Technical Data Sheet & Load Tables Page 1 of 8

PRODUCT DESCRIPTION

Our C-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 C-Purlins are characterized by:

 Having a high strength to weight ratio
 Being economical;
 Being usable for large spans upto 11.0m;
 Being quickly installed

Material and Product Specifications

Usage
Structural member
Material Galvanized Iron (GI) Structural Steel (SS), Grade 50 Class 1, ASTM A653M.
Coating /Finish G90 (275 grams/m2 Zinc Coating)
Minimum Specified Yield strength FY 345 N/mm²
Material thickness 1.5 mm to 3.0 mm
Purlin length Up to 11 meters

Purlin depth (d) 100 mm to 450 mm

A) Design of Purlins is based on AISI- 2012(ASD-Allowable Stress
Notes applicable for all following Design Method)
pages B) Allowable loads applicable up to slopes of 3:10only
C) Allowable capacities for uplift loads are not increased.
D) Sag rods are located at equal distances
E) For laps please refer General Structural Detail sheet

Rev 05 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile C—Purlin
Technical Data Sheet & Load Tables Page 2 of 8

GENERAL PROPERTIES SECTION PROPERTIES

Thick Iy rx
Section Weight Area Depth Flange Lip (C) Ix Sx Sy ry
(T) cm Mx KN-m My kN-m
Kg/m cm2 (D)mm (B)mm mm cm4 cm3 cm3 cm cm
mm 4
142 C15 3.22 4.11 142 55 20 1.50 126.5 17.6 17.39 4.45 5.54 2.07 3.59 0.92
142 C18 3.86 4.94 142 55 21 1.80 151.0 21.2 21.27 5.51 5.52 2.07 4.39 1.14
142 C20 4.29 5.48 142 55 21 2.00 166.6 23.3 23.46 6.12 5.51 2.06 4.84 1.26
142 C25 5.36 6.85 142 55 23 2.50 206.8 29.5 29.13 8.00 5.48 2.07 6.00 1.65
182 C15 3.59 4.60 182 55 16 1.50 221.1 17.3 22.52 3.96 6.94 1.94 4.65 0.82
182 C18 4.31 5.52 182 55 17 1.80 264.7 20.9 28.26 4.93 6.92 1.94 5.83 1.02
182 C20 4.79 6.12 182 55 17 2.00 292.2 22.9 31.61 5.47 6.91 1.93 6.52 1.13
182 C25 5.99 7.69 182 55 19 2.50 364.6 29.2 40.10 7.22 6.88 1.95 8.27 1.49
202 C15 3.92 5.01 202 60 15 1.50 296.5 21.5 26.02 4.38 7.69 2.07 5.37 0.90
202 C18 4.71 6.03 202 60 16 1.80 355.2 26.0 33.00 5.47 7.68 2.08 6.81 1.13
202 C20 5.23 6.68 202 60 16 2.00 392.3 28.5 37.31 6.08 7.66 2.07 7.70 1.25
202 C25 6.54 8.39 202 60 18 2.50 490.0 36.4 48.51 8.04 7.64 2.08 10.02 1.66
232 C15 4.54 5.80 232 70 16 1.50 455.6 33.6 31.23 5.73 8.87 2.41 6.45 1.18
232 C18 5.44 6.97 232 70 17 1.80 546.0 40.6 41.59 7.15 8.85 2.42 8.59 1.48
232 C20 6.05 7.72 232 70 17 2.00 603.6 44.6 47.31 7.98 8.84 2.41 9.77 1.65
232 C25 7.56 9.69 232 70 19 2.50 754.3 56.9 62.60 10.60 8.82 2.42 12.92 2.20
252 C15 4.77 6.10 252 70 16 1.50 554.5 34.4 33.80 5.74 9.54 2.38 6.97 1.18
252 C18 5.73 7.33 252 70 17 1.80 664.8 41.6 46.60 7.20 9.53 2.38 9.62 1.48
252 C20 6.36 8.12 252 70 17 2.00 735.0 45.7 53.20 8.00 9.51 2.38 10.98 1.65
252 C25 7.95 10.19 252 70 19 2.50 919.0 58.3 70.25 10.58 9.50 2.39 14.50 2.18
252 C30 9.70 12.15 252 70 19 3.00 1089.2 68.1 84.90 12.62 9.47 2.37 17.53 2.60
302 C18 7.00 8.95 302 90 17 1.80 1189.6 82.0 56.30 10.59 11.53 3.03 11.62 2.18
302 C20 7 9 3 9 17 2.00 1316.4 90.4 67.23 11.86 11.52 3.02 13.88 2.45
302 C25 9.72 12.44 302 90 19 2.50 1646.4 115.0 96.20 15.72 11.51 3.04 19.86 3.24
302 C30 11.87 14.91 302 90 20 3.00 1966.2 137.7 121.67 19.35 11.49 3.04 25.12 4.00
342 C18 7.88 10.06 342 100 18 1.80 1711.9 112.8 64.89 12.78 13.04 3.35 13.40 2.64
342 C20 8.75 11.16 342 100 18 2.00 1895.2 124.4 77.19 14.33 13.03 3.34 15.93 2.96
342 C25 10.94 13.99 342 100 20 2.50 2370.6 158.1 116.58 18.98 13.02 3.36 24.07 3.92
342 C30 13.28 16.71 342 100 20 3.00 2819.2 186.1 147.36 22.95 12.99 3.34 30.42 4.74
402 C18 8.92 11.21 402 100 20 1.80 2540.6 122.0 76.40 13.36 15.05 3.30 15.77 2.76
402 C20 9.89 12.44 402 100 20 2.00 2813.6 134.5 89.38 14.99 15.04 3.29 18.45 3.09
402 C25 12.30 15.49 402 100 20 2.50 3488.1 165.0 124.55 19.05 15.00 3.26 25.71 3.93
402 C30 14.706.1 18.51 402 100 20 3.00 4151.3 194.1 164.32 23.04 14.97 3.24 33.92 4.76

Rev 05 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile C—Purlin
Technical Data Sheet & Load Tables Page 3 of 8

BUTT JOINT SYSTEM

Working Loads
Weight Total Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN [Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 3.50 metres
142C15 3.22 7.25 2.07 1.73 1.38 1.15 1.04 8.69 5.74 7.26 - -
142C18 3.86 8.65 2.47 2.06 1.65 1.37 1.24 10.36 7.03 9.32 - -
142C20 4.29 9.91 2.83 2.36 1.89 1.57 1.42 11.56 7.75 10.29 - -
142C25 5.36 13.13 3.75 3.13 2.50 2.08 1.88 14.24 9.62 12.92 - -
Span 4.00 metres
142C15 3.22 6.36 1.59 1.33 1.06 0.88 0.80 6.67 6.35 - - -
142C18 3.86 7.56 1.89 1.58 1.26 1.05 0.95 7.95 7.70 - - -
142Z20 4.29 8.68 2.17 1.81 1.45 1.21 1.09 8.82 8.5 - - -
142C25 5.36 11.48 2.87 2.39 1.91 1.59 1.44 10.86 10.71 - - -
BUTT SYSTEM

182C15 3.59 7.84 1.96 1.63 1.31 1.09 0.98 10.07 7.82 - - -
182C18 4.31 10.24 2.56 2.13 1.71 1.42 1.29 12.03 10.01 - - -
182C20 4.79 11.76 2.94 2.45 1.96 1.63 1.47 13.46 11.11 - - -
182C25 5.99 16.20 4.05 3.38 2.70 2.25 2.03 16.63 14.08 - - -
Span 4.50 metres
142C15 3.22 5.67 1.26 1.05 0.84 0.70 0.63 5.24 5.28 - - -
142C18 3.86 6.71 1.49 1.24 0.99 0.83 0.75 6.25 6.38 - - -
142C20 4.29 7.70 1.71 1.43 1.14 0.95 0.86 7.02 7.05 - - -
142C25 5.36 10.22 2.27 1.89 1.51 1.26 1.14 8.60 8.96 - - -
182C15 3.59 6.93 1.54 1.28 1.03 0.86 0.77 7.99 6.58 - - -
182C18 4.31 9.09 2.02 1.68 1.35 1.12 1.01 9.57 8.20 - - -
182C20 4.79 10.44 2.32 1.93 1.55 1.29 1.16 10.60 9.05 - - -
182C25 5.99 14.40 3.20 2.67 2.13 1.78 1.60 13.19 11.57 - - -
202C15 3.92 7.92 1.76 1.47 1.17 0.98 0.88 12.52 7.76 - - -
202C18 4.71 10.22 2.27 1.89 1.51 1.26 1.14 14.82 10.02 - - -
202C20 5.23 11.84 2.63 2.19 1.75 1.46 1.32 16.32 11.14 - - -
202C25 6.54 16.52 3.67 3.06 2.45 2.04 1.84 20.54 14.56 - - -

Rev 05 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile C—Purlin
Technical Data Sheet & Load Tables Page 4 of 8

BUTT JOINT SYSTEM

Working Loads
Weight Total Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN [Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 5.00 metres
182C15 3.59 6.25 1.25 1.04 0.83 0.69 0.63 7.50 - 5.36 6.26 -
182C18 4.31 8.15 1.63 1.36 1.09 0.91 0.82 8.87 - 6.65 8.17 -
182C20 4.79 9.40 1.88 1.57 1.25 1.04 0.94 10.00 6.78 7.35 9.17 -
182C25 5.99 12.95 2.59 2.16 1.73 1.44 1.30 12.33 8.60 9.49 11.60 -
202C15 3.92 7.00 1.40 1.17 0.93 0.78 0.70 10.14 - 6.62 6.98 -
202C18 4.71 9.20 1.84 1.53 1.23 1.02 0.92 12.10 7.08 8.28 9.21 -
202C20 5.23 10.65 2.13 1.78 1.42 1.18 1.07 13.28 8.00 9.24 10.64 -
202C25 6.54 14.90 2.98 2.48 1.99 1.66 1.49 16.63 10.42 12.98 14.41 -
232C15 4.54 8.55 1.71 1.43 1.14 0.95 0.86 15.48 - 8.56 8.56 -
232C18 5.44 11.10 2.22 1.85 1.48 1.23 1.11 18.47 5.50 11.34 11.34 -
BUTT SYSTEM

232C20 6.05 13.10 2.62 2.18 1.75 1.46 1.31 20.48 6.25 13.13 13.13 -
232C25 7.56 18.5 3.70 3.08 2.47 2.06 1.85 25.49 8.27 17.54 18.52 -
Span 5.50 metres
182C18 4.31 7.43 1.35 1.13 0.90 0.75 0.68 7.39 5.52 5.52 7.12 -
182C20 4.79 8.58 1.56 1.30 1.04 0.87 0.78 8.49 6.17 6.17 7.86 -
182C25 5.99 11.77 2.14 1.78 1.43 1.19 1.07 10.13 7.82 7.82 9.96 -
202C15 3.92 5.75 1.15 0.96 0.77 0.64 0.58 8.30 - 5.50 6.35 -
202C18 4.71 8.36 1.52 1.27 1.01 0.84 0.76 9.98 6.44 6.82 8.37 -
202C20 5.23 9.68 1.76 1.47 1.17 0.98 0.88 11,00 7.28 7.66 9.57 -
202C25 6.54 13.53 2.46 2.05 1.64 1.37 1.23 13.78 9.47 9.96 12.47 -
232C15 4.54 7.76 1.41 1.18 0.94 0.78 0.72 12.78 - 7.78 7.78 -
232C18 5.44 10.29 1.87 1.56 1.25 1.04 0.94 15.27 - 10.07 10.30 -
232C20 6.05 11.94 2.17 1.81 1.45 1.21 1.09 16.88 5.68 11.48 11.93 -
232C25 7.56 16.83 3.06 2.55 2.04 1.70 1.53 20.91 7.52 15.03 16.82 -
252C15 4.77 8.47 1.54 1.28 1.03 0.86 0.77 15.47 - 8.46 8.46 -
252C18 5.73 11.22 2.04 1.70 1.36 1.13 1.02 18.68 5.60 11.25 11.25 -
252C20 6.36 13.04 2.37 1.98 1.58 1.32 1.19 20.64 6.39 12.82 13.03 -
252C25 7.95 18.48 3.36 2.80 2.24 1.87 1.68 25.69 8.44 16.77 18.46 -

Rev 05 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile C—Purlin
Technical Data Sheet & Load Tables Page 5 of 8

BUTT JOINT SYSTEM

Working Loads
Weight Total
Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN
[Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 6.00 metres
182C20 4.79 7.86 1.31 1.09 0.87 0.73 0.66 6.95 - 5.65 6.73 -
182C25 5.99 10.80 1.80 1.50 1.20 1.00 0.90 8.49 - 7.17 8.58 -
202C18 4.71 7.68 1.28 1.07 0.85 0.71 0.64 8.35 - 5.90 7.46 -
202C20 5.23 8.88 1.48 1.23 0.99 0.82 0.74 9.23 - 6.67 8.30 -
202C25 6.54 12.36 2.06 1.72 1.37 1.14 1.03 11.52 - 8.68 10.83 -
232C15 4.54 7.14 1.19 0.99 0.79 0.66 0.60 10.76 - 6.72 7.13 -
232C18 5.44 9.42 1.57 1.31 1.05 0.87 0.79 12.88 - 8.63 9.45 -
232C20 6.05 10.92 1.82 1.52 1.21 1.01 0.91 14.23 - 9.69 10.95 -
BUTT SYSTEM

232C25 7.56 15.42 2.57 2.14 1.71 1.43 1.29 17.58 - 12.88 15.35 -
252C15 4.77 7.74 1.29 1.08 0.86 0.72 0.65 12.99 - 7.51 7.76 -
252C18 5.73 10.32 1.72 1.43 1.15 0.96 0.86 15.74 - 9.63 10.31 -
252C20 6.36 11.94 1.99 1.66 1.33 1.11 1.00 17.34 - 10.79 11.95 -
252C25 7.95 16.92 2.82 2.35 1.88 1.57 1.41 21.72 - 14.32 16.90 -
Span 6.50 metres
202C20 5.23 8,19 1.26 1.05 0.84 0.70 0.63 7.84 - 6.16 7.20 -
202C25 6.54 11.44 1.76 1.47 1.17 0.98 0.88 9.85 - 8.01 9.38 -
232C18 5.44 8.71 1.34 1.12 0.89 0.74 0.67 10.90 - 7.30 8.71 -
232C20 6.05 10.08 1.55 1.29 1.03 0.86 0.78 12.04 - 8.13 10.09 -
232C25 7.56 14.24 2.19 1.83 1.46 1.22 1.10 15.13 - 10.85 13.60 -
252C18 5.73 9.49 1.46 1.22 0.97 0.81 0.73 13.32 - 8.11 9.52 -
252C20 6.34 11.05 1.70 1.42 1.13 0.94 0.85 14.80 - 9.03 11.04 -
252C25 7.95 15.60 2.40 2.00 1.60 1.33 1.20 18.46 - 12.01 15.22 -
302C18 7.00 12.03 1.85 1.54 1.23 1.03 0.93 23.98 - 12.01 12.01 -
302C20 7.78 14.04 2.16 1.80 1.44 1.20 1.08 26.60 - 14.00 14.00 -
302C25 9.72 20.15 3.10 2.58 2.07 1.72 1.55 33.14 - 20.12 20.12 -

Rev 05 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile C—Purlin
Technical Data Sheet & Load Tables Page 6 of 8

BUTT JOINT SYSTEM

Working Loads
Weight Total Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN
[Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 7.00 metres
202C25 6.54 10.64 1.52 1.27 1.01 0.84 0.76 8.52 - 7.43 8.11 -
232C18 5.44 8.12 1.16 0.97 0.77 0.64 0.58 9.40 - 6.04 8.09 -
232C20 6.05 9.38 1.34 1.12 0.89 0.74 0.67 10.43 - 6.75 9.25 -
232C25 7.56 13.23 1.89 1.58 1.26 1.05 0.95 13.02 - 9.03 12.09 -
252C18 5.73 8.82 1.26 1.05 0.84 0.70 0.63 11.50 - 6.69 8.84 -
252C20 6.36 10.22 1.46 1.22 0.97 0.81 0.73 12.75 - 7.46 10.25 -
252C25 7.95 14.49 2.07 1.73 1.38 1.15 1.04 15.89 - 9.96 13.49 -
302C18 7.00 11.13 1.59 1.33 1.06 0.88 0.80 20.64 - 11.16 11.16 -
302C20 7.78 13.02 1.86 1.55 1.24 1.03 0.93 22.90 - 13.01 13.01 -
302C25 9.72 18.69 2.67 2.23 1.78 1.48 1.34 28.52 - 18.18 18.67 -
Span 7.50 metres
BUTT SYSTEM

202C25 6.54 9.90 1.32 1.10 0.88 0.73 0.66 7.36 - 6.95 6.97 -
232C20 6.05 8.78 1.17 0.98 0.78 0.65 0.59 9.05 - 5.61 8.19 -
232C25 7.56 12.30 1.64 1.37 1.09 0.91 0.82 11.29 - 7.45 10.76 -
252C20 6.36 9.60 1.28 1.07 0.85 0.71 0.64 11.07 - 6.20 9.14 -
252C25 7.95 13.5 1.80 1.50 1.20 1.00 0.90 13.80 - 8.18 12.0 -
302C18 7.00 10.43 1.39 1.51 0.93 0.77 0.70 17.92 - 10.13 10.42 -
302C20 7.78 12.15 1.62 1.36 1.08 0.90 0.81 19.89 - 11.68 12.14 -
302C25 9.72 17.48 2.33 1.94 1.55 1.29 1.17 24.77 - 16.06 17.44 -
Span 8.00 metres
202C25 6.54 9.28 1.16 0.97 0.77 0.64 0.58 9.98 - - 6.51 8.26
232C25 7.56 11.52 1.44 1.20 0.96 0.80 0.72 12.12 - - 9.54 11.56
252C25 7.95 12.72 1.59 1.33 1.06 0.88 0.80 14.72 - - 10.60 12.68
302C20 7.78 11.36 1.42 1.18 0.95 0.79 0.71 31.13 - 10.23 11.28 11.38
302C25 9.72 16.32 2.04 1.70 1.36 1.13 1.02 38.71 - 14.13 16.36 16.36
302C30 11.87 21.52 2.69 2.24 1.79 1.24 1.35 47.44 - 17.28 21.50 21.50
Span 8.50 metres
232C25 7.56 10.88 1.28 1.07 0.85 0.71 0.6 8.84 - - 8.36 10.64
252C25 7.95 11.99 1.41 1.18 0.94 0.78 0.72 10.8 - - 9.27 11.89
302C20 7.78 10.71 1.26 1.05 0.84 0.70 0.63 15.28 - 8.90 10.70 10.70
302C25 9.72 15.39 1.81 1.51 1.21 0.67 0.91 19.25 - 12.20 15.40 15.40
302C30 11.87 20.23 2.38 1.98 1.59 1.32 1.19 23.57 - 15.02 19.81 20.23

Rev 05 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile C—Purlin
Technical Data Sheet & Load Tables Page 7 of 8

BUTT JOINT SYSTEM

Working Loads
Weight Total Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN
[Purlin Centers in mms] Deflection [Metal cladding] No of Antisag Rods
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 9.00 metres
232C25 7.56 10.26 1.14 0.95 0.76 0.63 0.57 7.84 9.75
252C25 7.95 11.25 1.25 1.04 0.83 0.69 0.63 9.63 10.90
302C20 7.78 10.08 1.12 0.93 0.75 0.62 0.56 13.50 10.11
302C25 9.72 14.49 1.61 1.34 1.07 0.89 0.81 16.83 10.43 14.400 14.54
302C30 11.87 19.08 2.12 1.77 1.41 1.18 1.06 20.03 13.00 17.93 19.11
342C20 8.75 11.97 1.33 1.11 0.89 0.74 0.67 18.33 10.90 11.94 11.94
342C25 10.94 17.19 1.91 1.59 1.27 1.06 0.96 22.96 15.00 17.21 17.21
342C30 13.28 22.32 2.48 2.07 1.65 1.38 1.24 27.04 18.52 22.33 22.33
Span 9.50 metres
302C20
BUTT SYSTEM

7.78 9.50 1.00 0.83 0.67 0.56 0.56 12.16 - - 9.58

302C25 9.72 13,78 1.45 1.21 0.97 0.81 0.7 15.01 - 13.12 13.80
302C30 11.87 18.15 1.91 1.59 1.27 1.06 0.9 17.86 11.30 16.21 18.10
342C20 8.75 11,31 1.19 0.99 0.79 0.66 0.6 17.36 9.59 11.31 11.31
342C25 10.94 16.34 1.72 1.43 1.15 0.96 0.8 21.75 13.27 16.30 16.30
342C30 13.28 21.18 2.23 1.86 1.49 1.24 1.1 25.62 16.16 21.16 21.16
Span 10.0 metres
342C20 8.75 10.80 1.08 0.90 0.72 0.60 0.54 16.49 - 10.75 10.75
342C25 10.94 15.50 1.55 1.29 1.03 0.86 0.78 20.66 11.66 15.48 15.48
342C30 13.28 20.10 2.01 1.67 1.34 1.12 1.01 24.33 14.03 19.72 20.12
Span 10.5 metres
342C20 8.75 10.29 0.98 0.82 0.65 0.46 0.49 15.71 - 10.16 10.23
342C25 10.94 14.70 1.40 1.17 0.93 0.78 0.70 19.68 10.14 14.48 14.75
342C30 13.28 19.22 1.83 1.53 1.22 1.02 0.92 23.41 12.25 18.13 19.16
Span 11.0 metres
342C25 10.94 14.08 1.28 1.07 0.85 0.71 0.64 18.78 - 13.28 14.09
342C30 13.28 18.26 1.66 1.38 1.11 0.92 0.83 22.12 10.79 16.64 18.30
402C20 9.89 11.99 1.09 0.91 0.73 0.61 0.55 22.84 11.96
402C25 12.30 16.61 1.51 1.26 1.00 0.84 0.76 28.26 14.63 16.62
402C30 14.70 21.67 1.97 1.64 1.31 1.09 0.99 32.60 12..95 19.32 22.31

Rev 05 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile C—Purlin
Technical Data Sheet & Load Tables Page 8 of 8

SLEEVE JOINT SYSTEM

Working Loads
Weight Total Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN [Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 3.50 metres
122Z15 2.92 5.99 1.71 1.43 1.14 0.95 0.86 11.83 5.90
142Z15 3.21 7.35 2.10 1.75 1.40 1.17 1.05 17.23 7.29
142Z18 3.85 9.49 2.71 2.26 1.81 1.51 1.36 20.49 9.38
142Z20 4.29 10.96 3.13 2.62 2.09 1.74 1.57 22.63 10,84
142Z25 5.36 14.77 4.22 3.52 2.81 2.34 2.11 27.88 14.63
Span 4.00 metres
122Z15 2.92 5.24 1.31 1.09 0.87 0.73 0.66 9.06 5.16
142Z15 3.21 6.44 1.61 1.34 1.07 0.89 0.81 13.19 6.37
142Z18 3.85 8.28 2.07 1.73 1.38 1.15 1.04 15.69 8.21
142Z20 4.29 9.56 2.39 1.99 1.59 1.33 1.20 17.33 9.48
142Z25 5.36 12.92 3.23 2.69 2.15 1.79 1.62 21.35 12.80
SLEEVE SYSTEM

172Z15 3.45 7.44 1.86 1.55 1.24 1.03 0.93 19.86 9.19
172Z18 4.14 9.88 2.47 2.06 1.65 1.37 1.24 23.64 9.56
172Z20 4.60 11.28 2.82 2.35 1.88 1.57 1.41 26.13 11.12
172Z25 5.75 15.44 3.86 3.22 2.57 2.14 1.93 32.24 15.24
Span 4.50 metres
142Z15 3.21 5.72 1.27 1.06 0.85 0.71 0.64 10.42 5.67 5.67
142Z18 3.85 7.38 1.64 1.37 1.09 0.91 0.82 12.4 7.30 7.30
142Z20 4.29 8.51 1.89 1.58 1.26 1.05 0.95 13.69 8.43 8.43
142Z25 5.36 11.48 2.55 2.13 1.70 1.42 1.28 16.87 11.38 11.38
172Z15 3.45 6.61 1.47 1.23 0.98 0.82 0.74 15.69 6.53 6.53
172Z18 4.14 8.60 1.91 1.59 1.27 1.06 0.96 18.68 8.50 8.50
172Z20 4.60 10.03 2.23 1.86 1.49 1.24 1.12 20.64 9.89 9.89
172Z25 5.75 13.73 3.05 2.54 2.03 1.69 1.53 25.47 13.55 13.55
182Z15 3.57 7.16 1.59 1.33 1.06 0.88 0.80 18.09 7.08 7.08
182Z18 4.28 9.32 2.07 1.73 1.38 1.15 1.04 21.54 9.22 9.22
182Z20 4.76 10.85 2.41 2.00 1.61 1.34 1.21 23.81 10.72 10.72
182Z25 5.95 14.85 3.30 2.75 2.20 1.83 1.65 29.4 14.69 14.69
202Z15 3.92 8.19 1.82 1.52 1.21 1.01 0.91 24.4 8.10 8.10
202Z18 4.70 10.26 2.28 1.90 1.52 1,27 1.14 29.08 10,58 10,58
202Z20 5.23 12,47 2.77 2.31 1.85 1.54 1.39 32.16 12.33 12.33
202Z25 6.53 17.01 3.78 3.15 2.52 2.10 1.89 39.74 17.21 17.21

Rev 05 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile C—Purlin
Technical Data Sheet & Load Tables Page 9 of 8

SLEEVE JOINT SYSTEM

Working Loads
Weight Total Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN [Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 5.00 metres
172Z15 3.45 5.95 1.19 0.99 0.79 0.66 0.60 12.71 5.88 5.88
172Z18 4.14 7.75 1.55 1.29 1.03 0.86 0.78 15.13 7.65 7.65
172Z20 4.60 9.00 1.80 1.50 1.20 1.00 0.90 16.72 8.90 8.90
172Z25 5.75 12.35 2.47 2.06 1.65 1.37 1.24 20.63 12.20 12.20
182Z15 3.57 6.45 1.29 1.08 0.86 0.72 0.65 14.65 6.37 6.37
182Z18 4.28 8.40 1.68 1.40 1.12 0.93 0.84 17.45 8.30 8.30
182Z20 4.76 9.05 1.81 1.51 1.21 1.00 0.91 19.29 9.65 9.65
182Z25 5.95 13.40 2.68 2.23 1.79 1.49 1.34 23.81 13.23 13.23
202Z15 3.92 7.35 1.47 1.23 0.98 0.82 0.74 19.76 7.29 7.29
202Z18 4.70 9.65 1.93 1.61 1.29 1.07 0.97 23.55 9.53 9.53
202Z20 5.23 11.25 2.25 1.88 1.50 1.25 1.13 26.05 11.10 11.10
SLEEVE SYSTEM

202Z25 6.53 15.30 3.06 2.55 2.04 1.70 1.53 32.19 15.50 15.50
232Z15 4.53 9.00 1.80 1.50 1.20 1.00 0.90 30.31 8.89 8.89
232Z18 5.44 11.80 2.36 1.97 1.57 1.31 1.18 36.15 11.65 11.65
232Z20 6.04 13.75 2.75 2.29 1.83 1.53 1.38 40.01 13.62 13.62
232Z25 7.55 19.10 3.82 3.18 2.55 2.12 1.91 49.51 18.90 18.90
Span 5.50 metres
182Z15 3.57 5.83 1.06 0.88 0.71 0.59 0.53 12.11 5.79 5.79
182Z18 4.28 7.65 1.39 1.16 0.93 0.77 0.70 14.42 7.54 7.54
182Z20 4.76 8.86 1.61 1.34 1.07 0.89 0.81 15.94 8.77 8.77
182Z25 5.95 12.16 2.21 1.84 1.47 1.23 1.11 19.68 12.02 12.02
202Z15 3.92 6.71 1.22 1.02 0.81 0.68 0.61 16.33 6.63 6.63
202Z18 4.70 8.75 1.59 1.33 1.06 0.88 0.80 19.47 8.66 8.66
202Z20 5.23 10.23 1.86 1.55 1.24 1.03 0.93 21.53 10.10 10.10
202Z25 6.53 13.92 2.53 2.11 1.68 1.41 1.27 26.6 14.08 14.08
232Z15 4.53 8.14 1.48 1.23 0.99 0.82 0.74 25.05 8.08 8.08
232Z18 5.44 10.73 1.95 1.63 1.30 1.08 0.98 29.88 10.60 10.60
232Z20 6.04 12.49 2.27 1.89 1.51 1.26 1.14 33.06 12.38 12.38
232Z25 7.55 17.38 3.16 2.63 2.11 1.76 1.58 40.92 17.17 17.17
25215 4.76 8.75 1.59 1.33 1.06 0.88 0.80 30.25 8.66 8.66
252Z18 5.71 11.50 2.09 1.74 1.39 1.16 1.05 36.10 11.39 11.39
252Z20 6.34 13.48 2.45 2.04 1.63 1.36 1.23 39.96 13.34 13.34
252Z25 7.93 18.81 3.42 2.85 2.28 1.90 1.71 49.47 18.62 18.62

Rev 05 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile C—Purlin
Technical Data Sheet & Load Tables Page 10 of 8

SLEEVE JOINT SYSTEM

Working Loads
Weight Total Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN [Purlin Centers in mms] Deflection [Metal cladding] No of Antisag

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

Span 6.00 metres
182Z18 4.28 6.96 1.16 0.97 0.77 0.64 0.58 12.12 6.91 6.91
182Z20 4.76 8.16 1.36 1.13 0.91 0.76 0,68 13.40 8.04 8.04
182Z25 5.95 11.16 1.86 1.55 1.24 1.03 0.93 16.53 11.02 11.02
202Z15 3.92 6.12 1.02 0.85 0.68 0.57 0.51 13.72 6.08 6.08
202Z18 4.70 8.04 1.34 1.12 0.89 0.74 0.67 16.35 7.94 7.94
202Z20 5.23 9.36 1.56 1.30 1.04 0.87 0.78 18.09 9.25 9.25
202Z25 6.53 12.78 2.13 1.78 1.42 1.18 1.07 22.35 12.92 12.92
232Z15 4.53 7.50 1.25 1.04 0.83 0.69 0.63 21.04 7.41 7.41
232Z18 5.44 9.84 1.64 1.37 1.09 0.91 0.82 25.10 9.70 9.70
232Z20 6.04 11.46 1.91 1.59 1.27 1.06 0.96 27.78 11.35 11.35
SLEEVE SYSTEM

232Z25 7.55 15.90 2.65 2.21 1.77 1.47 1.33 34.38 15.74 15.74
252Z15 4.76 7.98 1.33 1.11 0.89 0.74 0.67 25.42 7.94 7.94
252Z18 5.71 10.56 1.76 1.47 1.17 0.98 0.88 30.33 10.44 10.44
252Z20 6.34 12.36 2.06 1.72 1.37 1.14 1.03 33.57 12.23 12.23
232Z25 7.93 17.22 2.87 2.39 1.91 1.59 1.44 41.57 17.06 17.06
Span 6.50 metres
202Z18 4.70 7.41 1.14 0.95 0.76 0.63 0.57 13.94 7.32 7.32
202Z20 5.23 8.65 1.33 1.11 0.89 0.74 0.67 15.41 8.54 8.54
202Z25 6.53 11.77 1.81 1.51 1.21 1.00 0.91 19.05 11.92 11.92
232Z15 4.53 6.89 1.06 0.88 0.71 0.59 0.53 17.93 6.84 6.84
232Z18 5.44 9.04 1.39 1.16 0.93 0.77 0.70 21.39 8.96 8.96
232Z20 6.04 10.60 1.63 1.36 1.09 0.91 0.82 23.67 10.47 10.47
232Z25 7.55 14.69 2.26 1.88 1.51 1.26 1.13 29.30 14.53 14.53
252Z15 4.76 7.41 1.14 0.95 0.76 0.63 0.57 21.66 7.33 7.33
25218 5.71 9.75 1.50 1.25 1.00 0.83 0.75 25.84 9.64 9.64
252Z20 6.34 11.38 1.75 1.46 1.17 0.97 0.88 28.61 11.28 11.28
252Z25 7.93 15.93 2.45 2.04 1.63 1.36 1.23 35.42 15.74 15.74
262Z15 5.18 8.45 1.30 1.08 0.87 0.72 0.65 26.08 8.32 8.32
262Z18 6.22 11.05 1.70 1.42 1.13 0.94 0.85 31.13 10,89 10,89
262Z20 6.91 12.94 1.99 1.66 1.33 1.11 1.00 34.47 12.72 12.72
262Z25 8.63 18.07 2.78 2.32 1.85 1.54 1.39 42.71 17.79 17.79

Rev 05 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile C—Purlin
Technical Data Sheet & Load Tables Page 11 of 8

SLEEVE JOINT SYSTEM

Working Loads
Weight Total
Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN
[Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 7.00 metres
202Z20 5.23 8.05 1.15 0.96 0.77 0.64 0.58 13.29 7.93 7.93
202Z25 6.53 10.92 1.56 1.30 1.04 0.87 0.78 16.42 11.97 11.97
232Z18 5.44 8.40 1.20 1.00 0.80 0.67 0.60 18.44 8.32 8.32
232Z20 6.04 9.80 1.40 1.17 0.93 0,78 0.70 20.41 9.72 9.72
232Z25 7.55 13.65 1.95 1.63 1.30 1.09 0.98 25.26 13.50 13.50
252Z18 5.71 9.03 1.29 1.08 0.86 0.72 0.65 22.28 8.95 8.95
25Z020 6.34 10.57 1.51 1.26 1.00 0.84 0.76 24.67 10.48 10.48
252Z25 7.93 14.77 2.11 1.76 1.41 1.17 1.06 30.54 14.62 14.62
262Z15 5.18 7.77 1.11 0.93 0.74 0.62 0.56 22.48 7.73 7.73
262Z18 6.22 10.22 1.46 1.22 0.97 0.81 0.73 26.84 10.12 10.12
262Z20 6.91 11.97 1.71 1.43 1.14 0.95 0.86 29.72 11.81 11.81
262Z25 8.63 16.8 2.40 2.00 1.60 1.33 1.20 36.83 16.52 16.52
Span 7.50 metres
SLEEVE SYSTEM

202Z20 5.23 7.50 1.00 0.83 0.67 0.56 0.50 11.58 7.40 7.40
202Z25 6.53 10.2 1.36 1.13 0.91 0.76 0.68 14.3 10.33 10.33
232Z18 5.44 7.88 1.05 0.88 0.70 0.58 0.53 16.06 7.77 7.77
232Z20 6.04 9.15 1.22 1.02 0.81 0.68 0.61 17.78 9.08 9.08
232Z25 7.55 12.8 1.70 1.42 1.13 0.94 0.85 22.00 12.59 12.59
252Z18 5.71 8.40 1.12 0.93 0.75 0.62 0.56 19.41 8.35 8.35
252Z20 6.34 9.90 1.32 1.10 0.88 0.73 0.66 21.49 9.78 9.78
252Z25 7.93 13.8 1.84 1.53 1.23 1.02 0.92 26.60 13.64 13.64
262Z18 6.22 9.60 1.28 1.07 0.85 0.71 0.64 23.38 9.44 9.44
262Z20 6.91 11.18 1.49 1.24 0.99 0.83 0.75 25.89 11.92 11.92
262Z25 8.63 15.68 2.09 1.74 1.39 1.16 1.05 32.08 15.42 15.42
Span 8.00 metres
232Z20 6.04 8.64 1.08 0.90 0.72 0.60 0.54 15.63 8.51 8.51
232Z25 7.55 11.92 1.49 1.24 0.99 0.83 0.75 19.34 11.81 11.81
252Z20 6.34 9.28 1.16 0.97 0.77 0.64 0.58 18.88 9.17 9.17
252Z25 7.93 12.96 1.62 1.35 1.08 0.90 0.81 23.38 12.79 12.79
262Z18 6.22 8.96 1.12 0.93 0.75 0.62 0.56 20.55 8.85 8.85
262Z20 6.91 10.48 1.31 1.09 0.87 0.73 0.66 22.70 10.34 10.34
262Z25 8.63 14.64 1.83 1.53 1.22 1.02 0.92 28.19 14.46 14.46
302Z18 6.85 10.00 1.25 1.04 0.83 0.69 0.63 29.66 9.87 9.87
302Z20 7.61 11.68 1.46 1,22 0.97 0.81 0.73 32.85 11.60 11.60
302Z25 9.52 16.48 2.06 1.72 1.37 1.14 1.03 40.74 16.33 16.33
302Z30 11.42 21.76 2.72 2.27 1.81 1.36 1.51 48.48 21.56 21.56

Rev 05 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile C—Purlin
Technical Data Sheet & Load Tables Page 12 of 8

SLEEVE JOINT SYSTEM

Working Loads
Weight Total Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN [Purlin Centers in mms] Deflection [Metal cladding] No of Antisag

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

Span 8.50 metres
232Z25 7.55 11.22 1.32 1.10 0.88 0.73 0.66 17.13 11.11 11.11
252Z20 6.34 8.67 1.02 0.85 0.68 0.57 0.51 16.73 8.63 8.63
252Z25 7.93 12.16 1.43 1.19 0.95 0.79 0.72 20.71 12.04 12.04
262Z18 6.22 8.50 1.00 0.83 0.67 0.56 0.50 18.2 8.33 8.33
262Z20 6.91 9.86 1.16 0.97 0.77 0.64 0.58 20.15 9.73 9.73
262Z25 8.63 13.86 1.63 1.36 1.09 0.91 0.82 24.97 13.61 13.61
302Z18 6.85 9.35 1.10 0.92 0.73 0.61 0.55 26.27 9.29 9.29
302Z20 7.61 11.05 1.30 1.08 0.87 0.72 0.65 29.1 10.92 10.92
302Z25 9.52 15.56 1.83 1.53 1.22 1.02 0.92 36.09 15.36 15.36
302Z30 11.42 20.49 2.41 2.00 1.61 1.34 1.21 42.95 20.29 20.29
Span 9.00 metres
232Z25 7.55 10.62 1.18 0.98 0.79 0.66 0.59 15.28 10.49 10.4
SLEEVE SYSTEM

252Z25 7.93 11.52 1.28 1.07 0.85 0.71 0.64 18.47 11.37 11.37
262Z20 6.91 9.36 1.04 0.87 0.69 0.58 0.52 17.98 9.19 9.19
262Z25 8.63 13.05 1.45 1.21 0.97 0.81 0.73 22.28 12.85 12.8
302Z20 7.61 10.44 1.16 0.97 0.77 0.64 0.58 25.96 10.31 10.31
302Z25 9.52 14.67 1.63 1.36 1.09 0.91 0.82 32.19 14.51 14.51
302Z30 11.42 19.35 2.15 1.79 1.43 1.19 1.08 38.31 19.16 19.16
342Z20 8.76 12.96 1.44 1.20 0.96 0.80 0.72 35.23 12.79 12.79
342Z25 10.87 18.18 2.02 1.68 1.35 1.12 1.01 43.69 17.94 17.94
342Z30 13.16 23.94 2.66 2.22 1.77 1.48 1.33 51.98 23.62 23.62
Span 9.50 metres
252Z25 7.93 10.93 1.15 0.96 0.77 0.64 0.58 16.58 10.78 10.78 10.78
262Z25 8.63 12.35 1.30 1.08 0.87 0.72 0.65 20.0 12.17 12.1 12.17
302Z20 7.61 9.88 1.04 0.87 0.69 0.58 0.52 23.29 9.77 9.77 9.77
302Z25 9.52 13.87 1.46 1.22 0.97 0.81 0.73 28.89 13.75 13.7 13.75
302Z30 11.42 18.34 1.93 1.61 1.29 1.07 0.97 34.38 18.15 18.15 18.15
342Z20 8.76 12.26 1.29 1.08 0.86 0.72 0.65 33.38 12.11 12.11 12.11
342Z25 10.87 17.20 1.81 1.51 1.21 1.00 0.91 41.39 17.00 17.00 17.00
342Z30 13.16 22.70 2.39 1.99 1.59 1.33 1.20 49.25 22.39 22.39 22.39
Span 10.00 metres
342Z20 8.76 11.70 1.17 0.98 0.78 0.65 0.59 31.71 11.50 11.50
342Z25 10.87 16.40 1.64 1.37 1.09 0.91 0.82 39.32 16.15 16.15
342Z30 13.16 21.60 2.16 1.80 1.44 1.20 1.08 46.78 21.26 21.26

Rev 05 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile C—Purlin
Technical Data Sheet & Load Tables Page 13 of 8

SLEEVE JOINT SYSTEM

Working Loads
Weight Total
Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN
[Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
SLEEVE SYSTEM

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

Span 10.50 metres
342Z20 8.76 11.13 1.06 0.88 0.71 0.59 0.53 30.20 10.96 10.96
342Z25 10.87 15.54 1.48 1.23 0.99 0.82 0.74 37.45 15.37 15.37
342Z30 13.16 20.58 1.96 1.63 1.31 1.09 0.98 44.56 20.26 20.26
Span 11.00 metres
342Z25 10.87 14.63 1.33 1.11 0.89 0.74 0.67 3 5.75 14.68 14.68
342Z30 13.16 19.58 1.78 1.48 1.19 0.99 0.89 42.53 19.33 19.33

Rev 05 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile C—Purlin
Technical Data Sheet & Load Tables Page 14 of 8

OVERLAPJOINT SYSTEM
Working Loads
Weight Total
Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN
[Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 5.00 metres
172Z15 3.45 8.90 1.78 1.48 1.19 0.99 0.89 14.80 8.55
172Z18 4.14 11.6 2.32 1.93 1.55 1.29 1.16 17.00 10.51
172Z20 4.60 13.5 2.70 2.25 1.80 1.50 1.35 19.00 11.94
172Z25 5.75 18.5 3.70 3.08 2.47 2.06 1.85 23.15 14.73
182Z15 3.57 9,65 1.93 1.61 1.29 1.07 0.97 17.05 9.45
182Z18 4.28 12.55 2.51 2.09 1.67 1.39 1.26 19.95 11.65
182Z20 4.76 14.60 2.92 2.43 1.95 1.62 1.46 21.95 13.02
182Z25 5.95 20.05 4.01 3.34 2.67 2.23 2.01 27.00 16.08
202Z15 3.92 11.05 2.21 1.84 1.47 1.23 1.11 22.90 10.88
202Z18 4.7 14.45 2.89 2.41 1.93 1.61 1.45 27.00 13.64
202Z20 5.23 16.85 3.37 2.81 2.25 1.87 1.69 29.70 15.30
202Z25 6.53 23.50 4.70 3.92 3.13 2.61 2.35 36.10 19.49
Span 5.50 metres
172Z15 3.45 8.14 1.48 1.23 0.99 0.82 0.74 12.27 8.00
OVERLAP SYSTEM

172Z18 4.14 10.56 1.92 1.60 1.28 1.07 0.96 14.3 9.58
172Z20 4.60 12.27 2.23 1.86 1.49 1.24 1.12 15.73 10.88
172Z25 5.75 16.83 3.06 2.55 2.04 1.70 1.53 19.20 13.42
182Z15 3.57 8.80 1.60 1.33 1.07 0.89 0.80 14.03 8.61
182Z18 4.28 11.44 2.08 1.73 1.39 1.16 1.04 16.56 10,62
182Z20 4.76 13.31 2.42 2.02 1.61 1.34 1.21 18.15 11.87
182Z25 5.95 18.26 3.32 2.77 2.21 1.84 1.66 22.11 14.65
202Z15 3.92 10.07 1.83 1.53 1.22 1.02 0.92 19.03 9.91
202Z18 4.70 13.15 2.39 1.99 1.59 1.33 1.20 22.39 12.44
202Z20 5.23 15.35 2.79 2.33 1.86 1.55 1.40 24.42 13.95
202Z25 6.53 21.40 3.89 3.24 2.59 2.16 1.95 29.76 17.65
Span 6.00 metres
182Z15 3.57 8.04 1.34 1.12 0.89 0.74 0.67 11.76 7.10
182Z18 4.28 10.44 1.74 1.45 1.16 0.97 0.87 13.86 9.68
182Z20 4.76 12.12 2.02 1.68 1.35 1.12 1.01 15.12 10.82
182Z25 5.95 16.56 2.76 2.30 1.84 1.53 1.38 18.42 13.27
202Z15 3.92 9.18 1.53 1,28 1.02 0.85 0.77 15.78 9.04
202Z18 4.70 11.94 1.99 1.66 1.33 1.11 1.00 18.48 11.33
202Z20 5.23 13.98 2.33 1.94 1.55 1.29 1.17 20.40 12.72
202Z25 6.53 19.50 3.25 2.71 2.17 1.81 1.63 24.90 16.19
232Z15 4.53 11.22 1.87 1.56 1.25 1.04 0.94 24.30 10.71
232Z18 5.44 14.70 2.45 2.04 1.63 1.36 1.23 28.32 14.10
232Z20 6.04 17.16 2.86 2.38 1.91 1.59 1.43 31.32 16.20
232Z25 7.55 23.82 3.97 3.31 2.65 2.21 1.99 38.28 20.84
Rev 05 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile C—Purlin
Technical Data Sheet & Load Tables Page 15 of 8

OVERLAP JOINT SYSTEM

Working Loads
Weight Total
Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN
[Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 6.50 metres
182Z15 3.57 7.41 1.14 0.95 0.76 0.63 0.57 10.01 7.27
182Z18 4.28 9.69 1.49 1.24 0.99 0.83 0.75 11.70 8.96
182Z20 4.76 11.25 1.73 1.44 1.15 0.96 0.87 12.87 10.01
182Z25 5.95 15.41 2.37 1.98 1.58 1.32 1.19 15.73 12.36
202Z15 3.92 8.52 1.31 1.09 0.87 0.73 0.66 13.46 8.37
202Z18 4.70 11.12 1.71 1.43 1.14 0.95 0.86 15.80 10.49
202Z20 5.23 12.94 1.99 1.66 1.33 1.11 1.00 17.36 11.77
202Z25 6.53 18.07 2.78 2.32 1.85 1.54 1.39 21.19 14.98
232Z15 4.53 10.34 1.59 1.33 1.06 0.88 0.80 20.61 9.91
232Z18 5.44 13.00 2.00 1.67 1.33 1.11 1.00 24.12 13.10
232Z20 6.04 15.86 2.44 2.03 1.63 1.36 1.22 26.78 15.00
OVERLAP SYSTEM

232Z25 7.55 21.19 3.26 2.72 2.17 1.81 1.63 32.57 19.28
Span 7.00 metres
182Z18 4.28 8.96 1.28 1.07 0.85 0.71 0.64 10.01 8.28
182Z20 4.76 10.36 1.48 1.23 0.99 0.82 0.74 11.06 9.25
182Z25 5.95 13.86 1.98 1.65 1.32 1.10 0.99 13.51 10.43
202Z15 3.92 7.84 1.12 0.93 0.75 0.62 0.56 11.62 7.73
202Z18 4.70 10.29 1.47 1.23 0.98 0.81 0.74 13.58 9.69
202Z20 5.23 11.97 1.71 1.43 1.14 0.95 0.86 14.91 10.87
202Z25 6.53 16.66 2.38 1.98 1.59 1.32 1.19 18.2 13.85
232Z15 4.53 9.59 1.37 1.14 0.91 0.76 0.69 17.64 9.16
232Z18 5.44 12.53 1.79 1.49 1.19 0.99 0.90 20.72 12.11
232Z20 6.04 14.63 2.09 1.74 1.39 1.16 1.05 22.68 13.85
232Z25 7.55 20.37 2.91 2.43 1.94 1.62 1.46 28.07 17.82
252Z15 4.76 10.29 1.47 1.23 0.98 0.82 0.74 21.56 9.78
252Z18 5.71 13.51 1.93 1.61 1.29 1.07 0.97 25.34 13.34
252Z20 6.34 15.82 2.26 1.88 1.51 1.26 1.13 27.10 15.39
252Z25 7.93 22.05 3.15 2.63 2.10 1.75 1.58 33.53 19.80
262Z15 5.18 11.62 1.66 1.38 1.11 0.92 0.83 25.76 10.95
262Z18 6.22 15.26 2.18 1.82 1.45 1.21 1.09 30.10 14.52
262Z20 6.91 17.78 2.54 2.12 1.69 1.41 1.27 33.46 17.20
262Z25 8.63 24.92 3.56 2.97 2.37 1.98 1.78 40.46 22.72

Rev 05 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile C—Purlin
Technical Data Sheet & Load Tables Page 16 of 8

OVERLAP JOINT SYSTEM

Working Loads
Weight Total
Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN
[Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 7.50 metres
182Z18 4.28 8.33 1.11 0.93 0.74 0.62 0.56 8.93 7.74
182Z20 4.76 9.60 1.28 1.07 0.85 0.71 0.64 9.90 8.66
182Z25 5.95 11.93 1.59 1.33 1.06 0.88 0.80 12.08 10.69
202Z18 4.70 9.60 1.28 1.07 0.85 0.71 0.64 12.08 9.07
202Z20 5.23 11.18 1.49 1.24 0.99 0.83 0.75 13.35 10.17
202Z25 6.53 15.60 2.08 1.73 1.39 1.16 1.04 16.35 12.96
232Z18 5.44 11.78 1.57 1.31 1.05 0.87 0.79 18.68 11.33
232Z20 6.04 13.73 1.83 1.53 1.22 1.02 0.92 20.48 12.96
232Z25 7.55 19.05 2.54 2.12 1.69 1.41 1.27 25.13 16.67
OVERLAP SYSTEM

252Z18 5.71 12.60 1.68 1.40 1.12 0.93 0.84 22.50 12.48
252Z20 6.34 14.78 1.97 1.64 1.31 1.09 0.99 24.83 14.39
252Z25 7.93 20.63 2.75 2.29 1.83 1.53 1.38 30.30 18.52
262Z18 6.22 14.25 1.90 1.58 1.27 1.06 0.95 27.15 13.59
262Z20 6.91 16.65 2.22 1.85 1.48 1.23 1.11 29.70 16.10
262Z25 8.63 23.33 3.11 2.59 2.07 1.73 1.56 36.68 21.25
Span 8.00 metres
202Z18 4.70 8.96 1.12 0.93 0.75 0.62 0.56 10.56 8.46
202Z20 5.23 10.48 1.31 1.09 0.87 0.73 0.66 11.60 9.50
202Z25 6.53 14.56 1.82 1.52 1.21 1.01 0.91 14.32 12.10
232Z18 5.44 10.96 1.37 1.14 0.91 0.76 0.69 16.32 10.58
232Z20 6.04 12.80 1.60 1.33 1.07 0.89 0.80 17.92 12.10
232Z25 7.55 17.76 2.22 1.85 1.48 1.23 1.11 22.16 15.56
252Z18 5.71 11.76 1.47 1.23 0.98 0.82 0.74 19.60 11.65
252Z20 6.34 13.84 1.73 1.44 1.15 0.96 0.87 21.76 13.44
252Z25 7.93 19.28 2.41 2.00 1.61 1.34 1.21 26.72 17.29
262Z18 6.22 13.28 1.66 1.38 1.11 0.92 0.83 23.84 12.97
262Z20 6.91 15.52 1.94 1.62 1.29 1.08 0.97 26.08 15.02
262Z25 8.63 21.76 2.72 2.27 1.81 1.51 1.36 32.16 19.84

Rev 05 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile C—Purlin
Technical Data Sheet & Load Tables Page 17 of 8

OVERLAP JOINT SYSTEM

Working Loads
Weight Total
Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN
[Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 8.50 metres
202Z18 4.70 8.50 1.00 0.83 0.67 0.56 0.50 9.35 8.00
202Z20 5.23 9.61 1.13 0.94 0.75 0.63 0.57 10.37 8.96
202Z25 6.53 13.77 1.62 1.35 1.08 0.90 0.81 12.58 11.41
232Z15 4.53 7.91 0.93 0.78 0.61 0.52 0.47 12.24 7.55
232Z18 5.44 10.37 1.22 1.02 0.81 0.68 0.61 14.37 9.98
232Z20 6.04 12.07 1.42 1.18 0.95 0.79 0.71 15.9 11.41
232Z25 7.55 16.75 1.97 1.64 1.31 1.09 0.99 19.47 14.68
252Z15 4.76 8.42 0.99 0.83 0.66 0.55 0.50 14.71 8.05
252Z18 5.71 11.14 1.31 1.09 0.87 0.73 0.66 17.34 10.99
252Z20 6.34 13.00 1.53 1.28 1.02 0.85 0.77 19.21 12.67
252Z25 7.93 18.19 2.14 1.78 1.43 1.19 1.07 23.46 16.31
262Z15 5.18 9.61 1.13 0.94 0.75 0.63 0.57 17.85 9.03
262Z18 6.22 12.58 1.48 1.23 0.99 0.82 0.74 21.00 11.97
OVERLAP SYSTEM

262Z20 6.91 14.71 1.73 1.44 1.15 0.96 0.87 22.95 14.17
262Z25 8.63 20.49 2.41 2.00 1.61 1.34 1.21 28.39 18.68
302Z18 6.85 14.03 1.65 1.38 1.10 0.92 0.83 30.77 13.70
302Z20 7.61 16.49 1.94 1.62 1.29 1.08 0.97 34.00 15.65
302Z25 9.52 23.21 2.73 2.28 1.82 1.52 1.37 41.4 22.06
Span 9.00 metres
202Z25 6.53 10.26 1.14 0.95 0.76 0.63 0.57 11.22 10.31
232Z15 4.53 8.28 0.92 0.77 0.61 0.51 0.46 10.92 7.94
232Z18 5.44 9.72 1.08 0.90 0.72 0.60 0.54 12.81 9.44
232Z20 6.04 11.34 1.26 1.05 0.84 0.70 0.63 14.18 10.80
232Z25 7.55 15.75 1.75 1.46 1.17 0.97 0.88 17.36 13.90
252Z18 5.71 10.44 1.16 0.97 0.77 0.64 0.58 15.47 10.40
252Z20 6.34 12.24 1.36 1.13 0.91 0.76 0.68 17.13 12.00
252Z25 7.93 17.10 1.90 1.58 1.27 1.06 0.95 20.93 15.43
262Z15 5.18 9.00 1.00 0.83 0.67 0.56 0.50 15.92 8.54
262Z18 6.22 11.79 1.31 1.09 0.87 0.73 0.66 18.73 11.32
262Z20 6.91 13.77 1.53 1.28 1.02 0.85 0.77 20.47 13.41
262Z25 8.63 19.35 2.15 1.79 1.43 1.19 1.08 25.32 17.71
302Z20 7.61 15.48 1.72 1.43 1.15 0.96 0.86 30.33 14.58
302Z25 9.52 21.78 2.42 2.02 1.61 1.34 1.21 36.92 22.55
342Z20 8.76 19.17 2.13 1.78 1.42 1.18 1.07 44.04 19.57
342Z25 10.87 27.00 3.00 2.50 2.00 1.67 1.50 54.61 27.49
342Z30 13.16 35.55 3.95 3.29 2.63 2.19 1.98 64.98 34.22

Rev 05 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile C—Purlin
Technical Data Sheet & Load Tables Page 18 of 8

OVERLAP JOINT SYSTEM

Working Loads
Weight Total
Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN
[Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 9.50 metres
232Z18 5.44 9.22 0.97 0.81 0.65 0.54 0.49 7.49 8.92
232Z20 6.04 10.74 1.13 0.94 0.75 0.63 0.57 8.30 10.20
232Z25 7.55 15.01 1.58 1.32 1.05 0.88 0.79 10.07 13.12
252Z18 5.71 9.88 1.04 0.87 0.69 0.58 0.52 11.50 9.82
252Z20 6.34 11.69 1.23 1.03 0.82 0.68 0.62 12.72 11.32
252Z25 7.93 16.15 1.70 1.42 1.13 0.94 0.85 15.58 14.57
262Z15 5.18 8.55 0.90 0.75 0.60 0.50 0.45 11.77 8.06
262Z18 6.22 11.21 1.18 0.98 0.79 0.66 0.59 13.88 10.69
262Z20 6.91 13.11 1.38 1.15 0.92 0.77 0.69 15.38 12.66
262Z25 8.63 18.34 1.93 1.61 1.29 1.07 0.97 18.78 16.72
302Z18 6.85 12.54 1.32 1.10 0.88 0.73 0.66 14.29 11.50
302Z20 7.61 14.73 1.55 1.29 1.03 0.86 0.78 16.81 13.76
302Z25 9.52 20.71 2.18 1.82 1.45 1.21 1.09 18.37 19.70
OVERLAP SYSTEM

342Z20 8.76 18.24 1.92 1.60 1.28 1.07 0.96 41.72 18.39
342Z25 10.87 25.56 2.69 2.24 1.79 1.49 1.35 51.74 24.91
342Z30 13.16 33.73 3.55 2.96 2.37 1.97 1.78 61.56 31.43
Span 10.00 metres
232Z20 6.04 10.20 1.02 0.85 0.68 0.57 0.51 7.49 9.65
232Z25 7.55 13.00 1.30 1.08 0.87 0.72 0.65 9.09 12.42
252Z20 6.34 11.0 1.10 0.92 0,73 0.61 0.55 11.48 10.73
252Z25 7.93 13.8 1.38 1.15 0.92 0.77 0.69 14.06 13.80
262Z18 6.22 10.60 1.06 0.88 0.71 0.59 0.53 12.53 10.12
262Z20 6.91 12.40 1.24 1.03 0.83 0.69 0.62 13.88 11.99
262Z25 8.63 16.80 1.68 1.40 1.12 0.93 0.84 16.95 15.83
302Z18 6.85 11.20 1.12 0.93 0.75 0.62 0.56 12.90 10.88
302Z20 7.61 13.30 1.33 1.11 0.89 0.74 0.67 15.17 13.03
302Z25 9.52 19.60 1.96 1.63 1.31 1.09 0.98 16.58 18.66
342Z20 8.76 17.30 1.73 1.44 1.15 0.96 0.87 37.75 16.60
342Z25 10.87 24.20 2.42 2.02 1.61 1.34 1.21 46.81 22.85
342Z30 13.16 31.90 3.19 2.66 2.13 1.77 1.60 55.70 29.76
Span 10.50 metres
342Z20 8.76 16.49 1.57 1.31 1.05 0.87 0.79 37.75 14.90
342Z25 10.87 23.103 2.20 1.83 1.47 1.22 1.10 46.81 21.80
342Z30 13.16 30.45 2.90 2.42 1.93 1.61 1.45 55.70 28.40
Span 11.00 metres
342Z20 8.76 15.73 1.43 1.19 0.95 0.79 0.72 36.03 14.19
342Z25 10.87 22.003 2.00 1.67 1.33 1.11 1.00 44.68 20.74
342Z30 13.16 28.93 2.63 2.19 1.75 1.46 1.32 53.16 27.06

Rev 05 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile C—Purlin
Technical Data Sheet & Load Tables Page 19 of 8

A B C D E F G
122 32 56 240 34 40 614
142 42 56 240 44 50 614

172 42 86 290 44 50 714

182 42 96 350 44 50 834

202 42 116 350 44 50 834

232 42 146 410 44 50 954

252 42 166 460 44 50 1054

262 42 176 460 44 50 1054
302 52 195 610 55 60 1354

342 52 235 760 55 60 1654

Rev 05 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
25754_BCG_Sharjah_Intl_Airport_Expansion
SHJ_UAE

Purlins Data Sheets

Z20225
Z30220
 Cold Formed Profile Z—Purlin
Technical Data Sheet & Load Tables Page 1 of 20

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

Material and Product Specifications

Usage Structural member
Material
Galvanized Iron (GI) Structural Steel (SS), Grade 50 Class 1,
ASTM A 653M
Coating /Finish G90 (275 grams/m2 Zinc Coating)
Minimum Specified Yield strength FY 345 N/mm²
Material thickness 1.5 mm to 3.0 mm
Purlin length Up to 11 meters
Purlin depth (d) 100 mm to 450 mm
A) Design of Purlins is based on AISI- 2012(ASD-Allowable Stress
Notes applicable for all following Design Method)
pages B) Allowable loads applicable up to slopes of 3:10only
C) Allowable capacities for uplift loads are not increased.
D) Sag rods are located at equal distances
E) For laps please refer General Structural Detail sheet

Rev 06 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile Z—Purlin
Technical Data Sheet & Load Tables Page 2 of 20

GENERAL PROPERTIES SECTION PROPERTIES

Section Weight d t a b c lx defl Sx (b) Sxe(t) Sxe(b)

sx(t) Rx ly Sy Ry
Kg/m (mm) (mm) (mm) (mm) (mm) cm4 cm3 cm3 cm3 cm3 cm cm4 cm3 cm
122Z15 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
142Z15 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
142Z18 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
142Z20 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
142Z25 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
172Z15 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
172Z18 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
172Z20 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
172Z25 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
182Z15 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
182Z18 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
182Z20 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
182Z25 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
202Z15 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
202Z18 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
202Z20 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
202Z25 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
232Z15 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
232Z18 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
232Z20 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
232Z25 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
252Z15 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
252Z18 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
252Z20 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
252Z25 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
262Z15 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
262Z18 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
262Z20 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
262Z25 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
302Z18 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
302Z20 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
302Z25 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
302Z30 11.42 302 3.00 85 80 16 1895.800 126.850 124.18 115.05 116.09 11.430 171.00 18.840 3.430
342Z20 8.76 342 2.00 100 92 20 1932.030 114.08 110.90 77.570 77.170 13.100 193.680 12.940 4.138
342Z25 10.87 342 2.50 100 92 20 2387.65 141.63 137.680 114.36 112.82 13.670 239.096 16.430 4.120
342Z30 13.16 342 3.00 100 92 20 2845.67 168.810 164.080 145.18 147.000 13.041 283.345 21.389 4.102

Rev 06 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile Z—Purlin
Technical Data Sheet & Load Tables Page 3 of 20

BUTT JOINT SYSTEM

Working Loads
Weight Total Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN [Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 3.50 metres
122Z15 2.92 5.04 1.44 1.20 0.96 0.80 0.72 6.16 3.25 5.13 - -
142Z15 3.21 6.23 1.78 1.48 1.19 0.99 0.89 8.96 4.21 6.31 - -
142Z18 3.85 8.05 2.30 1.92 1.53 1.28 1.15 10.68 5.00 8.13 - -
142Z20 4.29 9.28 2.65 2.21 1.77 1.47 1.33 11.80 553 9.39 - -
142Z25 5.36 12.53 3.58 2.98 2.39 1.99 1.70 14.53 6.81 12.43 - -
Span 4.00 metres
122Z15 2.92 4.44 1.11 0.93 0.74 0.62 0.56 4.72 2.84 4.49 - -
142Z15 3.21 5.48 1.37 1.14 0.91 0.76 0.69 6.88 3.68 5.52 - -
142Z18 3.85 7.04 1.76 1.47 1.17 0.98 0.88 8.20 4.38 7.10 - -
142Z20 4.29 8.12 2.03 1.69 1.35 1.13 1,02 9.00 4.82 8.21 - -
142Z25 5.36 10.96 2.74 2.28 1.83 1.52 1.37 11.08 5.96 10.19 - -
172Z15 3.45 6.28 1.57 1.31 1.05 0.87 0.79 10.28 4.32 6.38 - -
BUTT SYSTEM

172Z18 4.14 8.20 2.05 1.71 1.37 1.14 1.03 12.28 5.30 8.31 - -
172Z20 4.6 9.52 2.38 1.98 1.59 1.32 1.19 13.60 6.03 9.48 - -
172Z25 5.75 13.08 3.27 2.73 2.18 1.82 1.64 16.80 7.44 11.73 - -
Span 4.50 metres
142Z15 3.21 4.86 1.08 0.90 0.72 0.60 0.54 5.40 3.28 4.90 - -
142Z18 3.85 6.26 1.39 1.16 0.93 0.77 0.70 6.44 3.90 6.11 - -
142Z20 4.29 7.25 1.61 1.34 1.07 0.89 0.81 7.16 4.30 6.76 - -
142Z25 5.36 9.77 2.17 1.81 1.45 1.21 1.09 8.78 5.30 8.40 - -
172Z15 3.45 5.58 1.24 1.03 0.83 0.69 0.62 8.15 3.84 5.67 - -
172Z18 4.14 7.29 1.62 1.35 1.08 0.90 0.81 9.77 4.72 6.82 - -
172Z20 4.6 8.46 1.88 1.57 1.25 1.04 0.94 10.71 5.36 7.55 - -
172Z25 5.75 11.61 2.58 2.15 1.72 1.43 1.29 13.32 6.61 9.38 - -
182Z15 3.57 6.08 1.35 1.13 0.90 0.75 0.68 9.41 4.24 6.13 - -
182Z18 4.28 7.92 1.76 1.47 1.17 0.98 0.88 11.25 5.23 7.50 - -
182Z20 4.76 9.18 2.04 1.70 1.36 1.13 1.02 12.47 5.85 8.31 - -
182Z25 5.95 12.6 2.80 2.33 1.87 1.56 1.40 15.39 7.22 10.32 - -
202Z15 3.92 6.93 1.54 1.28 1.03 0.86 0.77 12.78 4.88 7.01 - -
202Z18 4.7 9.05 2.01 1.68 1.34 1.12 1.01 15.12 6.12 9.17 - -
202Z20 5.23 10,58 2.35 1.96 1.57 1.31 1.18 16.65 6.87 10.70 - -
202Z25 6.53 14.76 3.28 2.73 2.19 1.82 1.64 20.75 8.75 14.59 - -

Rev 06 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile Z—Purlin
Technical Data Sheet & Load Tables Page 4 of 20

BUTT JOINT SYSTEM

Working Loads
Weight Total Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN [Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 5.00 metres
172Z15 3.45 5.00 1.00 0.83 0.67 0.56 0.50 6.60 4.45 5.04 - -
172Z18 4.14 6.55 1.31 1.09 0.87 0.73 0.66 7.85 5.33 6.38 - -
172Z20 4.6 7.65 1.53 1.28 1.02 0.85 0.77 8.7 5.92 7.05 - -
172Z25 5.75 10.45 2.09 1.74 1.39 1.16 1.05 10.75 7.41 8.71 - -
182Z15 3.57 5.45 1.09 0.91 0.73 0.61 0.55 7.65 4.93 5.52 - -
182Z18 4.28 7.10 1.42 1.18 0.95 0.79 0.71 9.05 - 5.89 7.03 -
182Z20 4.76 8.25 1.65 1.38 1.10 0.92 0.83 10.10 6.53 7.77 - -
182Z25 5.95 11.35 2.27 1.89 1.51 1.26 1.14 12.45 8.16 9.59 - -
202Z15 3.92 6.25 1.25 1.04 0.83 0.69 0.63 10.35 6.31 6.31 - -
202Z18 4.7 8.15 1.63 1.36 1.09 0.91 0.82 12.35 7.87 8.25 - -
202Z20 5.23 9.50 1.90 1.58 1.27 1.06 0.95 13.55 8.72 9.62 - -
202Z25 6.53 13.3 2.66 2.22 1.77 1.48 1.33 16.8 12.54 13.13 - -
232Z15 4.53 7.60 1.52 1.27 1.01 0.84 0.76 15.8 7.70 7.70 - -
BUTT SYSTEM

232Z18 5.44 10.0 2.00 1.67 1.33 1.11 1.00 18.85 10.09 10.09 - -
232Z20 6.04 11.65 2.33 1.94 1.55 1.29 1.17 20.9 11.80 11.80 - -
232Z25 7.55 16.20 3.24 2.70 2.16 1.80 1.80 25.75 10.14 16.38 16.38 -
Span 5.50 metres
172Z25 5.75 9.52 1.73 1.44 1.15 0.96 0.87 7.34 - 5.77 7.10 -
182Z15 3.57 4.95 0.90 0.75 0.60 0.50 0.45 6.27 - 3.77 4.81 -
182Z18 4.28 6.44 1.17 0.98 0.78 0.65 0.59 7.54 - 4.53 5.72 -
182Z20 4.76 7.54 1.37 1.14 0.91 0.76 0.69 8.58 - 5.03 6.33 -
182Z25 5.95 10.29 1.87 1.56 1.25 1.04 0.94 10.23 5.90 6.34 7.83 -
202Z15 3.92 5.67 1.03 0.83 0.69 0.57 0.52 8.47 - 5.22 5.74 -
202Z18 4.70 7.43 1.35 1.13 0.90 0.75 0.68 10.18 - 6.24 7.50 -
202Z20 5.23 8.64 1.57 1.31 1.05 0.87 0.79 11.22 5.62 6.92 8.38 -
202Z25 6.53 12.10 2.20 1.83 1.47 1.22 1.10 13.92 7.16 10.40 11.84 -
232Z15 4.53 6.93 1.26 1.05 0.84 0.70 0.63 13.04 - 7.00 7.00 -
232Z18 5.44 9.08 1.65 1.38 1.10 0.92 0.83 15.57 6.26 9.17 9.17 -
232Z20 6.04 10.62 1.93 1.61 1.29 1.07 0.97 17.22 7.16 10.73 10.73 -
232Z25 7.55 14.74 2.68 2.23 1.79 1.49 1.34 21.34 9.21 13.95 14.89 -
252Z15 4.76 7.43 1.35 1.13 0.80 0.75 0.68 15.79 - 7.49 7.49 -
252Z18 5.71 9.74 1.77 1.48 1.18 0.98 0.89 18.87 6.89 9.85 9.85 -
252Z20 6.34 11.44 2.08 1.73 1.39 1.16 1.04 20.85 7.95 11.55 11.55 -
252Z25 7.93 15.95 2.90 2.42 1.93 1.61 1.45 25.69 10.22 15.08 16.12 -

Rev 06 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile Z—Purlin
Technical Data Sheet & Load Tables Page 5 of 20

BUTT JOINT SYSTEM

Working Loads
Weight Total Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN [Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 6.00 metres
182Z20 4.76 6.90 1.15 0.96 0.77 0.64 0.58 7.02 4.38 5.68 -
182Z25 5.95 9.42 1.57 1.31 1.05 0.87 0.79 8.58 5.41 6.30 -
202Z18 4.70 6.78 1.13 0.94 0.75 0.63 0.57 8.52 4.86 6.24 -
202Z20 5.23 7.92 1.32 1.10 0.88 0.73 0.66 9.42 5.40 6.90 -
202Z25 6.53 11.10 1.85 1.54 1.23 1.03 0.93 11.64 8.52 10.06 -
232Z15 4.53 6.36 1.06 0.88 0.71 0.59 0.53 10.98 6.41 6.41 -
232Z18 5.44 8.34 1.39 1.16 0.93 0.77 0.70 13.14 8.08 8.41 -
232Z20 6.04 9.72 1.62 1.35 1.08 0.90 0.81 14.52 9.09 9.83 -
232Z25 7.55 13.5 2.25 1.88 1.50 1.25 1.13 17.94 11.53 13.49 -
BUTT SYSTEM

252Z15 4.76 6.78 1.13 0.94 0.75 0.63 0.57 13.26 6.86 6.86 -
252Z18 5.71 8.94 1.49 1.24 0.99 0.83 0.75 15.90 8.63 9.03 -
252Z20 6.34 10.5 1.75 1.46 1.17 0.97 0.88 17.52 9.69 10.58 -
252Z25 7.93 14.64 2.44 2.03 1.63 1.36 1.36 21.72 12.34 14.53 -
Span 6.50 metres
202Z20 5.23 7.28 1.12 0.93 0.75 0.62 0.56 8.00 4.76 5.60 -
202Z25 6.53 10.27 1.58 1.32 1.05 0.88 0.79 9.95 6.87 8.51 -
232Z15 4.53 5.85 0.90 0.75 0.60 0.50 0.45 9.36 5.46 5.92 -
232Z18 5.44 7.67 1.18 0.98 0.79 0.66 0.59 11.12 6.70 7.77 -
232Z20 6.04 8.97 1.38 1.15 0.92 0.77 0.69 12.29 7.54 8.99 -
232Z25 7.55 12.48 1.92 1.60 1.28 1.07 0.96 15.28 9.40 11.49 -
252Z18 5.71 8.26 1.27 1.06 0.85 0.71 0.64 13.46 7.05 8.34 -
252Z20 6.34 9.69 1.49 1.24 0.99 0.83 0.75 14.95 7.97 9.67 -
252Z25 7.93 13.52 2.08 1.73 1.39 1.16 1.04 18.46 9.93 12.40 -
262Z15 5.18 7.15 1.10 0.92 0.73 0.61 0.55 13.65 7.22 7.22 -
262Z18 6.22 9.36 1.44 1.20 0.96 0.80 0.72 10.79 9.47 9.47 -
262Z20 6.91 10.92 1.68 1.40 1.12 0.93 0.84 11.96 11.00 11.06 -
262Z25 8.63 15.28 2.35 1.96 1.57 1.31 1.18 22.30 14.20 15.49 -

Rev 06 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile Z—Purlin
Technical Data Sheet & Load Tables Page 6 of 20

BUTT JOINT SYSTEM

Working Loads
Weight Total Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN
[Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 7.00 metres
202Z25 6.53 9.52 1.36 1.13 0.91 0.76 0.68 8.61 5.62 7.13
232Z18 5.44 7.14 1.02 0.85 0.68 0.57 0.51 9.59 5.46 6.85
232Z20 6.04 8.33 1.19 0.99 0.79 0.66 0.60 10.64 6.06 7.70
232Z25 7.55 11.55 1.65 1.38 1.10 0.92 0.83 13.16 7.60 9.70
252Z18 5.71 7.63 1.09 0.91 0.73 0.61 0.55 11.62 5.78 7.31
252Z20 6.34 9.59 1.37 1.14 0.91 0.76 0.69 12.88 6.41 8.21
252Z25 7.93 12.53 1.79 1.49 1.19 0.99 0.90 15.89 8.04 10.38
262Z18 6.22 8.68 1.24 1.03 0.83 0.69 0.62 14.07 9.33 8.78
262Z20 6.91 10.15 1.45 1.21 0.97 0.81 0.73 15.54 9.92 10.27
262Z25 8.63 14.14 2.02 1.68 1.35 1.12 1.01 19.25 11.85 14.05
Span 7.50 metres
202Z25 6.53 8.85 1.18 0.98 0.79 0.66 0.59 7.43 5.25 5.88
232Z20 6.04 7.80 1.04 0.87 0.69 0.58 0.52 9.23 5.26 6.53
BUTT SYSTEM

232Z25 7.55 10.80 1.44 1.20 0.96 0.80 0.72 11.40 6.76 8.10
252Z20 6.34 8.40 1.12 0.93 0.75 0.62 0.56 11.18 5.84 6.92
252Z25 7.93 11.70 1.56 1.30 1.04 0.87 0.78 13.80 7.50 8.57
262Z18 6.22 8.10 1.08 0.90 0.72 0.60 0.54 12.23 6.97 8.20
262Z20 6.91 9.45 1.26 1.05 0.84 0.70 0.63 13.58 7.80 9.56
262Z25 8.63 13.2 1.76 1.47 1.17 0.98 0.88 16.73 9.76 12.31
Span 8.00 metres
202Z25 6.53 8.32 1.04 0.87 0.69 0.58 0.52 10.08 4.92 4.92 -
232Z25 7.55 10.16 1.27 1.06 0.85 0.71 0.64 12.24 6.33 6.71 -
252Z25 7.93 10.96 1.37 1.14 0.91 0.76 0.69 14.72 7.03 7.08 -
262Z20 6.91 8.88 1.11/ 0.93 0.74 0.62 0.56 21.20 6.44 8.30 -
262Z25 8.63 12.40 1.55 1.29 1.03 0.86 0.78 27.00 - 8.08 10.32
302Z20 7.61 9.92 1.24 1.03 0.83 0.69 0.62 30.53 - 8.28 10.03
302Z25 9.52 14.00 1.75 1.46 1.17 0.97 0.88 37.95 - 10.5 13.27
302Z30 11.42 18.48 2.31 1.93 1.54 1.28 1.16 45.18 - 12.99 16.03
Span 8.50 metres
232Z25 7.55 9.52 1.12 0.93 0.75 0.62 0.5 8.93 5.96 5.96 -
252Z25 7.93 10.29 1.21 1.01 0.81 0.67 0.61 10.8 6.62 6.62 -
262Z20 6.91 8.33 0.98 0.82 0.65 0.54 0.49 10.46 5.75 7.14 -
262Z25 8.63 11.65 1.37 1.14 0.91 0.76 0.69 13.09 7.60 10.75 -
302Z20 7.61 9.35 1.10 0.92 0.73 0.61 0.55 15.13 6.98 8.90 -
302Z25 9.52 13.18 1.55 1.29 1.03 0.86 0.78 18.87 8.95 11.41 -
302Z30 11.42 17.34 2.04 1.70 1.36 1.13 1.02 22.45 11.28 13.88

Rev 06 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile Z—Purlin
Technical Data Sheet & Load Tables Page 7 of 20

BUTT JOINT SYSTEM

Working Loads
Weight Total Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN
[Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 9.00 metres
232Z15 4.53 4.23 0.47 0.39 0.31 0.26 0.24 4.86 2.89 2.89 4.28
232Z18 5.44 5.58 0.62 0.52 0.41 0.35 0.31 5.85 3.83 3.83 5.61
232Z20 6.04 6.48 0.72 0.60 0.48 0.40 0.36 6.39 4.38 4.38 6.56
232Z25 7.55 9.00 1.00 0.83 0.67 0.56 0.50 7.92 5.63 5.63 8.45
252Z15 4.76 4.50 0.50 0.42 0.33 0.28 0.25 5.94 3.09 3.09 4.57
252Z18 5.71 5.94 0.66 0.55 0.44 0.37 0.33 7.02 4.21 4.21 6.02
252Z20 6.34 7.02 0.78 0.65 0.52 0.43 0.39 7.74 4.86 4.86 7.05
252Z25 7.93 9.72 1.08 0.90 0.72 0.60 0.54 9.63 6.25 6.25 9.13
262Z15 5.18 5.13 0.57 0.48 0.38 0.32 0.29 7.02 3.46 4.46 5.22
262Z18 6.22 6.75 0.75 0.63 0.50 0.42 0.38 8.46 4.59 5.44 6.83
262Z20 6.91 7.92 0.88 0.73 0.59 0.49 0.44 9.36 5.43 6.02 7.98
262Z25 8.63 10.98 1.22 1.02 0.81 0.68 0.61 11.61 7.18 7.51 11.19
BUTT SYSTEM

302Z20 7.61 8.82 0.98 0.82 0.65 0.54 0.49 13.50 5.96 7.72 8.92
302Z25 9.52 12.42 1.38 1.15 0.92 0.77 0.69 16.83 8.46 9.76 12.57
302Z30 11.42 16.38 1.82 1.52 1.21 1.01 0.91 20.03 10.65 12.0 16.61
342Z20 8.76 10.98 1.22 1.02 0.81 0.68 0.61 18.70 9.90 11.1 11.11
342Z25 10.87 15.39 1.71 1.43 1.14 0.95 0.86 23.19 12.95 15.5 15.59
342Z30 13.16 20.25 2.25 1.88 1.50 1.25 1.13 27.59 15.82 19.4 20.55
Span 9.50 metres
252Z15 4.76 4.28 0.45 0.38 0.30 0.28 0.23 5.32 2.93 2.93 4.33
252Z18 5.71 5.61 0.59 0.49 0.39 0.33 0.30 6.27 3.99 3.99 5.66
252Z20 6.34 6.65 0.70 0.58 0.47 0.39 0.35 7.03 4.61 4.61 6.33
252Z25 7.93 9.22 0.97 0.81 0.65 0.54 0.49 8.65 5.92 5.92 8.07
262Z15 5.18 4.85 0.51 0.43 0.34 0.28 0.26 6.37 3.28 3.87 4.94
262Z18 6.22 6.37 0.67 0.56 0.45 0.37 0.34 7.60 4.35 4.63 6.47
262Z20 6.91 7.51 0.79 0.66 0.53 0.44 0.40 8.36 5.15 5.15 7.57
262Z25 8.63 10.36 1.09 0.91 0.73 0.51 0.55 10.36 6.80 6.80 10.60
302Z18 6.85 7.13 0.75 0.63 0.50 0.42 0.38 10.93 4.67 5.89 7.19
302Z20 7.61 8.36 0.88 0.73 0.59 0.49 0.44 12.16 5.60 6.65 8.45
302Z25 9.52 11.78 1.24 1.03 0.83 0.69 0.62 15.01 8.01 8.45 11.91
302Z30 11.42 15.58 1.64 1.37 1.09 0.91 0.82 17.86 10.09 10.28 15.74
342Z20 8.76 10.36 1.09 0.91 0.73 0.61 0.55 17.71 8.65 10.47 10.52
342Z25 10.87 12.07 1.27 1.06 0.85 0.71 0.64 21.97 11.16 14.17 14.77
342Z30 13.14 19.19 2.02 1.68 1.35 1.12 1.01 26.14 13.77 17.19 19.48

Rev 06 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile Z—Purlin
Technical Data Sheet & Load Tables Page 8 of 20

BUTT JOINT SYSTEM

Working Loads
Weight Total Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN [Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 10.00 metres
342Z20 8.76 9.90 0.99 0.83 0.66 0.55 0.50 16.83 7.63 9.48 9.99
BUTT SYSTEM

34Z25 10.87 13.80 1.38 1.15 0.92 0.77 0.69 20.87 9.72 12.50 14.03
342Z30 13.16 18.20 1.82 1.52 1.21 1.01 0.91 24.83 12.14 15.14 18.51
Span 10.50 metres
342Z20 8.76 9.45 0.90 0.75 0.60 0.50 0.45 16.03 6.66 8.39 9.52
342Z25 10.87 13.13 1.25 1.04 0.83 0.69 0.63 19.88 8.87 10.91 13.36
342Z30 13.16 17.33 1.65 1.38 1.10 0.92 0.83 23.65 11.56 13.31 17.62
Span 11.00 metres
342Z20 8.76 11.22 1.02 0.85 0.68 0.57 0.51 15.30 5.87 7.47 9.09
342Z25 10.87 16.72 1.52 1.27 1.01 0.84 0.76 18.97 8.47 9.60 12.76
342Z30 13.16 21.89 1.99 1.66 1.33 1.11 1.00 22.57 11.04 11.81 16.82

Rev 06 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile Z—Purlin
Technical Data Sheet & Load Tables Page 9 of 20

SLEEVE JOINT SYSTEM

Working Loads
Weight Total Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN [Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 3.50 metres
122Z15 2.92 5.99 1.71 1.43 1.14 0.95 0.86 11.83 5.90
142Z15 3.21 7.35 2.10 1.75 1.40 1.17 1.05 17.23 7.29
142Z18 3.85 9.49 2.71 2.26 1.81 1.51 1.36 20.49 9.38
142Z20 4.29 10.96 3.13 2.62 2.09 1.74 1.57 22.63 10,84
142Z25 5.36 14.77 4.22 3.52 2.81 2.34 2.11 27.88 14.63
Span 4.00 metres
122Z15 2.92 5.24 1.31 1.09 0.87 0.73 0.66 9.06 5.16
142Z15 3.21 6.44 1.61 1.34 1.07 0.89 0.81 13.19 6.37
142Z18 3.85 8.28 2.07 1.73 1.38 1.15 1.04 15.69 8.21
142Z20 4.29 9.56 2.39 1.99 1.59 1.33 1.20 17.33 9.48
142Z25 5.36 12.92 3.23 2.69 2.15 1.79 1.62 21.35 12.80
SLEEVE SYSTEM

172Z15 3.45 7.44 1.86 1.55 1.24 1.03 0.93 19.86 9.19
172Z18 4.14 9.88 2.47 2.06 1.65 1.37 1.24 23.64 9.56
172Z20 4.60 11.28 2.82 2.35 1.88 1.57 1.41 26.13 11.12
172Z25 5.75 15.44 3.86 3.22 2.57 2.14 1.93 32.24 15.24
Span 4.50 metres
142Z15 3.21 5.72 1.27 1.06 0.85 0.71 0.64 10.42 5.67 5.67
142Z18 3.85 7.38 1.64 1.37 1.09 0.91 0.82 12.4 7.30 7.30
142Z20 4.29 8.51 1.89 1.58 1.26 1.05 0.95 13.69 8.43 8.43
142Z25 5.36 11.48 2.55 2.13 1.70 1.42 1.28 16.87 11.38 11.38
172Z15 3.45 6.61 1.47 1.23 0.98 0.82 0.74 15.69 6.53 6.53
172Z18 4.14 8.60 1.91 1.59 1.27 1.06 0.96 18.68 8.50 8.50
172Z20 4.60 10.03 2.23 1.86 1.49 1.24 1.12 20.64 9.89 9.89
172Z25 5.75 13.73 3.05 2.54 2.03 1.69 1.53 25.47 13.55 13.55
182Z15 3.57 7.16 1.59 1.33 1.06 0.88 0.80 18.09 7.08 7.08
182Z18 4.28 9.32 2.07 1.73 1.38 1.15 1.04 21.54 9.22 9.22
182Z20 4.76 10.85 2.41 2.00 1.61 1.34 1.21 23.81 10.72 10.72
182Z25 5.95 14.85 3.30 2.75 2.20 1.83 1.65 29.4 14.69 14.69
202Z15 3.92 8.19 1.82 1.52 1.21 1.01 0.91 24.4 8.10 8.10
202Z18 4.70 10.26 2.28 1.90 1.52 1,27 1.14 29.08 10,58 10,58
202Z20 5.23 12,47 2.77 2.31 1.85 1.54 1.39 32.16 12.33 12.33
202Z25 6.53 17.01 3.78 3.15 2.52 2.10 1.89 39.74 17.21 17.21

Rev 06 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile Z—Purlin
Technical Data Sheet & Load Tables Page 10 of 20

SLEEVE JOINT SYSTEM

Working Loads
Weight Total Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN [Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 5.00 metres
172Z15 3.45 5.95 1.19 0.99 0.79 0.66 0.60 12.71 5.88 5.88
172Z18 4.14 7.75 1.55 1.29 1.03 0.86 0.78 15.13 7.65 7.65
172Z20 4.60 9.00 1.80 1.50 1.20 1.00 0.90 16.72 8.90 8.90
172Z25 5.75 12.35 2.47 2.06 1.65 1.37 1.24 20.63 12.20 12.20
182Z15 3.57 6.45 1.29 1.08 0.86 0.72 0.65 14.65 6.37 6.37
182Z18 4.28 8.40 1.68 1.40 1.12 0.93 0.84 17.45 8.30 8.30
182Z20 4.76 9.05 1.81 1.51 1.21 1.00 0.91 19.29 9.65 9.65
182Z25 5.95 13.40 2.68 2.23 1.79 1.49 1.34 23.81 13.23 13.23
202Z15 3.92 7.35 1.47 1.23 0.98 0.82 0.74 19.76 7.29 7.29
202Z18 4.70 9.65 1.93 1.61 1.29 1.07 0.97 23.55 9.53 9.53
202Z20 5.23 11.25 2.25 1.88 1.50 1.25 1.13 26.05 11.10 11.10
SLEEVE SYSTEM

202Z25 6.53 15.30 3.06 2.55 2.04 1.70 1.53 32.19 15.50 15.50
232Z15 4.53 9.00 1.80 1.50 1.20 1.00 0.90 30.31 8.89 8.89
232Z18 5.44 11.80 2.36 1.97 1.57 1.31 1.18 36.15 11.65 11.65
232Z20 6.04 13.75 2.75 2.29 1.83 1.53 1.38 40.01 13.62 13.62
232Z25 7.55 19.10 3.82 3.18 2.55 2.12 1.91 49.51 18.90 18.90
Span 5.50 metres
182Z15 3.57 5.83 1.06 0.88 0.71 0.59 0.53 12.11 5.79 5.79
182Z18 4.28 7.65 1.39 1.16 0.93 0.77 0.70 14.42 7.54 7.54
182Z20 4.76 8.86 1.61 1.34 1.07 0.89 0.81 15.94 8.77 8.77
182Z25 5.95 12.16 2.21 1.84 1.47 1.23 1.11 19.68 12.02 12.02
202Z15 3.92 6.71 1.22 1.02 0.81 0.68 0.61 16.33 6.63 6.63
202Z18 4.70 8.75 1.59 1.33 1.06 0.88 0.80 19.47 8.66 8.66
202Z20 5.23 10.23 1.86 1.55 1.24 1.03 0.93 21.53 10.10 10.10
202Z25 6.53 13.92 2.53 2.11 1.68 1.41 1.27 26.6 14.08 14.08
232Z15 4.53 8.14 1.48 1.23 0.99 0.82 0.74 25.05 8.08 8.08
232Z18 5.44 10.73 1.95 1.63 1.30 1.08 0.98 29.88 10.60 10.60
232Z20 6.04 12.49 2.27 1.89 1.51 1.26 1.14 33.06 12.38 12.38
232Z25 7.55 17.38 3.16 2.63 2.11 1.76 1.58 40.92 17.17 17.17
25215 4.76 8.75 1.59 1.33 1.06 0.88 0.80 30.25 8.66 8.66
252Z18 5.71 11.50 2.09 1.74 1.39 1.16 1.05 36.10 11.39 11.39
252Z20 6.34 13.48 2.45 2.04 1.63 1.36 1.23 39.96 13.34 13.34
252Z25 7.93 18.81 3.42 2.85 2.28 1.90 1.71 49.47 18.62 18.62

Rev 06 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile Z—Purlin
Technical Data Sheet & Load Tables Page 11 of 20

SLEEVE JOINT SYSTEM

Working Loads
Weight Total Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN [Purlin Centers in mms] Deflection [Metal cladding] No of Antisag

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

Span 6.00 metres
182Z18 4.28 6.96 1.16 0.97 0.77 0.64 0.58 12.12 6.91 6.91
182Z20 4.76 8.16 1.36 1.13 0.91 0.76 0,68 13.40 8.04 8.04
182Z25 5.95 11.16 1.86 1.55 1.24 1.03 0.93 16.53 11.02 11.02
202Z15 3.92 6.12 1.02 0.85 0.68 0.57 0.51 13.72 6.08 6.08
202Z18 4.70 8.04 1.34 1.12 0.89 0.74 0.67 16.35 7.94 7.94
202Z20 5.23 9.36 1.56 1.30 1.04 0.87 0.78 18.09 9.25 9.25
202Z25 6.53 12.78 2.13 1.78 1.42 1.18 1.07 22.35 12.92 12.92
232Z15 4.53 7.50 1.25 1.04 0.83 0.69 0.63 21.04 7.41 7.41
232Z18 5.44 9.84 1.64 1.37 1.09 0.91 0.82 25.10 9.70 9.70
232Z20 6.04 11.46 1.91 1.59 1.27 1.06 0.96 27.78 11.35 11.35
SLEEVE SYSTEM

232Z25 7.55 15.90 2.65 2.21 1.77 1.47 1.33 34.38 15.74 15.74
252Z15 4.76 7.98 1.33 1.11 0.89 0.74 0.67 25.42 7.94 7.94
252Z18 5.71 10.56 1.76 1.47 1.17 0.98 0.88 30.33 10.44 10.44
252Z20 6.34 12.36 2.06 1.72 1.37 1.14 1.03 33.57 12.23 12.23
232Z25 7.93 17.22 2.87 2.39 1.91 1.59 1.44 41.57 17.06 17.06
Span 6.50 metres
202Z18 4.70 7.41 1.14 0.95 0.76 0.63 0.57 13.94 7.32 7.32
202Z20 5.23 8.65 1.33 1.11 0.89 0.74 0.67 15.41 8.54 8.54
202Z25 6.53 11.77 1.81 1.51 1.21 1.00 0.91 19.05 11.92 11.92
232Z15 4.53 6.89 1.06 0.88 0.71 0.59 0.53 17.93 6.84 6.84
232Z18 5.44 9.04 1.39 1.16 0.93 0.77 0.70 21.39 8.96 8.96
232Z20 6.04 10.60 1.63 1.36 1.09 0.91 0.82 23.67 10.47 10.47
232Z25 7.55 14.69 2.26 1.88 1.51 1.26 1.13 29.30 14.53 14.53
252Z15 4.76 7.41 1.14 0.95 0.76 0.63 0.57 21.66 7.33 7.33
25218 5.71 9.75 1.50 1.25 1.00 0.83 0.75 25.84 9.64 9.64
252Z20 6.34 11.38 1.75 1.46 1.17 0.97 0.88 28.61 11.28 11.28
252Z25 7.93 15.93 2.45 2.04 1.63 1.36 1.23 35.42 15.74 15.74
262Z15 5.18 8.45 1.30 1.08 0.87 0.72 0.65 26.08 8.32 8.32
262Z18 6.22 11.05 1.70 1.42 1.13 0.94 0.85 31.13 10,89 10,89
262Z20 6.91 12.94 1.99 1.66 1.33 1.11 1.00 34.47 12.72 12.72
262Z25 8.63 18.07 2.78 2.32 1.85 1.54 1.39 42.71 17.79 17.79

Rev 06 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile Z—Purlin
Technical Data Sheet & Load Tables Page 12 of 20

SLEEVE JOINT SYSTEM

Working Loads
Weight Total
Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN
[Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 7.00 metres
202Z20 5.23 8.05 1.15 0.96 0.77 0.64 0.58 13.29 7.93 7.93
202Z25 6.53 10.92 1.56 1.30 1.04 0.87 0.78 16.42 11.97 11.97
232Z18 5.44 8.40 1.20 1.00 0.80 0.67 0.60 18.44 8.32 8.32
232Z20 6.04 9.80 1.40 1.17 0.93 0,78 0.70 20.41 9.72 9.72
232Z25 7.55 13.65 1.95 1.63 1.30 1.09 0.98 25.26 13.50 13.50
252Z18 5.71 9.03 1.29 1.08 0.86 0.72 0.65 22.28 8.95 8.95
25Z020 6.34 10.57 1.51 1.26 1.00 0.84 0.76 24.67 10.48 10.48
252Z25 7.93 14.77 2.11 1.76 1.41 1.17 1.06 30.54 14.62 14.62
262Z15 5.18 7.77 1.11 0.93 0.74 0.62 0.56 22.48 7.73 7.73
262Z18 6.22 10.22 1.46 1.22 0.97 0.81 0.73 26.84 10.12 10.12
262Z20 6.91 11.97 1.71 1.43 1.14 0.95 0.86 29.72 11.81 11.81
262Z25 8.63 16.8 2.40 2.00 1.60 1.33 1.20 36.83 16.52 16.52
Span 7.50 metres
SLEEVE SYSTEM

202Z20 5.23 7.50 1.00 0.83 0.67 0.56 0.50 11.58 7.40 7.40
202Z25 6.53 10.2 1.36 1.13 0.91 0.76 0.68 14.3 10.33 10.33
232Z18 5.44 7.88 1.05 0.88 0.70 0.58 0.53 16.06 7.77 7.77
232Z20 6.04 9.15 1.22 1.02 0.81 0.68 0.61 17.78 9.08 9.08
232Z25 7.55 12.8 1.70 1.42 1.13 0.94 0.85 22.00 12.59 12.59
252Z18 5.71 8.40 1.12 0.93 0.75 0.62 0.56 19.41 8.35 8.35
252Z20 6.34 9.90 1.32 1.10 0.88 0.73 0.66 21.49 9.78 9.78
252Z25 7.93 13.8 1.84 1.53 1.23 1.02 0.92 26.60 13.64 13.64
262Z18 6.22 9.60 1.28 1.07 0.85 0.71 0.64 23.38 9.44 9.44
262Z20 6.91 11.18 1.49 1.24 0.99 0.83 0.75 25.89 11.92 11.92
262Z25 8.63 15.68 2.09 1.74 1.39 1.16 1.05 32.08 15.42 15.42
Span 8.00 metres
232Z20 6.04 8.64 1.08 0.90 0.72 0.60 0.54 15.63 8.51 8.51
232Z25 7.55 11.92 1.49 1.24 0.99 0.83 0.75 19.34 11.81 11.81
252Z20 6.34 9.28 1.16 0.97 0.77 0.64 0.58 18.88 9.17 9.17
252Z25 7.93 12.96 1.62 1.35 1.08 0.90 0.81 23.38 12.79 12.79
262Z18 6.22 8.96 1.12 0.93 0.75 0.62 0.56 20.55 8.85 8.85
262Z20 6.91 10.48 1.31 1.09 0.87 0.73 0.66 22.70 10.34 10.34
262Z25 8.63 14.64 1.83 1.53 1.22 1.02 0.92 28.19 14.46 14.46
302Z18 6.85 10.00 1.25 1.04 0.83 0.69 0.63 29.66 9.87 9.87
302Z20 7.61 11.68 1.46 1,22 0.97 0.81 0.73 32.85 11.60 11.60
302Z25 9.52 16.48 2.06 1.72 1.37 1.14 1.03 40.74 16.33 16.33
302Z30 11.42 21.76 2.72 2.27 1.81 1.36 1.51 48.48 21.56 21.56

Rev 06 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile Z—Purlin
Technical Data Sheet & Load Tables Page 13 of 20

SLEEVE JOINT SYSTEM

Working Loads
Weight Total Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN [Purlin Centers in mms] Deflection [Metal cladding] No of Antisag

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

Span 8.50 metres
232Z25 7.55 11.22 1.32 1.10 0.88 0.73 0.66 17.13 11.11 11.11
252Z20 6.34 8.67 1.02 0.85 0.68 0.57 0.51 16.73 8.63 8.63
252Z25 7.93 12.16 1.43 1.19 0.95 0.79 0.72 20.71 12.04 12.04
262Z18 6.22 8.50 1.00 0.83 0.67 0.56 0.50 18.2 8.33 8.33
262Z20 6.91 9.86 1.16 0.97 0.77 0.64 0.58 20.15 9.73 9.73
262Z25 8.63 13.86 1.63 1.36 1.09 0.91 0.82 24.97 13.61 13.61
302Z18 6.85 9.35 1.10 0.92 0.73 0.61 0.55 26.27 9.29 9.29
302Z20 7.61 11.05 1.30 1.08 0.87 0.72 0.65 29.1 10.92 10.92
302Z25 9.52 15.56 1.83 1.53 1.22 1.02 0.92 36.09 15.36 15.36
302Z30 11.42 20.49 2.41 2.00 1.61 1.34 1.21 42.95 20.29 20.29
Span 9.00 metres
232Z25 7.55 10.62 1.18 0.98 0.79 0.66 0.59 15.28 10.49 10.4
SLEEVE SYSTEM

252Z25 7.93 11.52 1.28 1.07 0.85 0.71 0.64 18.47 11.37 11.37
262Z20 6.91 9.36 1.04 0.87 0.69 0.58 0.52 17.98 9.19 9.19
262Z25 8.63 13.05 1.45 1.21 0.97 0.81 0.73 22.28 12.85 12.8
302Z20 7.61 10.44 1.16 0.97 0.77 0.64 0.58 25.96 10.31 10.31
302Z25 9.52 14.67 1.63 1.36 1.09 0.91 0.82 32.19 14.51 14.51
302Z30 11.42 19.35 2.15 1.79 1.43 1.19 1.08 38.31 19.16 19.16
342Z20 8.76 12.96 1.44 1.20 0.96 0.80 0.72 35.23 12.79 12.79
342Z25 10.87 18.18 2.02 1.68 1.35 1.12 1.01 43.69 17.94 17.94
342Z30 13.16 23.94 2.66 2.22 1.77 1.48 1.33 51.98 23.62 23.62
Span 9.50 metres
252Z25 7.93 10.93 1.15 0.96 0.77 0.64 0.58 16.58 10.78 10.78 10.78
262Z25 8.63 12.35 1.30 1.08 0.87 0.72 0.65 20.0 12.17 12.1 12.17
302Z20 7.61 9.88 1.04 0.87 0.69 0.58 0.52 23.29 9.77 9.77 9.77
302Z25 9.52 13.87 1.46 1.22 0.97 0.81 0.73 28.89 13.75 13.7 13.75
302Z30 11.42 18.34 1.93 1.61 1.29 1.07 0.97 34.38 18.15 18.15 18.15
342Z20 8.76 12.26 1.29 1.08 0.86 0.72 0.65 33.38 12.11 12.11 12.11
342Z25 10.87 17.20 1.81 1.51 1.21 1.00 0.91 41.39 17.00 17.00 17.00
342Z30 13.16 22.70 2.39 1.99 1.59 1.33 1.20 49.25 22.39 22.39 22.39
Span 10.00 metres
342Z20 8.76 11.70 1.17 0.98 0.78 0.65 0.59 31.71 11.50 11.50
342Z25 10.87 16.40 1.64 1.37 1.09 0.91 0.82 39.32 16.15 16.15
342Z30 13.16 21.60 2.16 1.80 1.44 1.20 1.08 46.78 21.26 21.26

Rev 06 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile Z—Purlin
Technical Data Sheet & Load Tables Page 14 of 20

SLEEVE JOINT SYSTEM

Working Loads
Weight Total
Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN
[Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
SLEEVE SYSTEM

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

Span 10.50 metres
342Z20 8.76 11.13 1.06 0.88 0.71 0.59 0.53 30.20 10.96 10.96
342Z25 10.87 15.54 1.48 1.23 0.99 0.82 0.74 37.45 15.37 15.37
342Z30 13.16 20.58 1.96 1.63 1.31 1.09 0.98 44.56 20.26 20.26
Span 11.00 metres
342Z25 10.87 14.63 1.33 1.11 0.89 0.74 0.67 3 5.75 14.68 14.68
342Z30 13.16 19.58 1.78 1.48 1.19 0.99 0.89 42.53 19.33 19.33

Rev 06 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile Z—Purlin
Technical Data Sheet & Load Tables Page 15 of 20

OVERLAPJOINT SYSTEM
Working Loads
Weight Total
Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN
[Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 5.00 metres
172Z15 3.45 8.90 1.78 1.48 1.19 0.99 0.89 14.80 8.55
172Z18 4.14 11.6 2.32 1.93 1.55 1.29 1.16 17.00 10.51
172Z20 4.60 13.5 2.70 2.25 1.80 1.50 1.35 19.00 11.94
172Z25 5.75 18.5 3.70 3.08 2.47 2.06 1.85 23.15 14.73
182Z15 3.57 9,65 1.93 1.61 1.29 1.07 0.97 17.05 9.45
182Z18 4.28 12.55 2.51 2.09 1.67 1.39 1.26 19.95 11.65
182Z20 4.76 14.60 2.92 2.43 1.95 1.62 1.46 21.95 13.02
182Z25 5.95 20.05 4.01 3.34 2.67 2.23 2.01 27.00 16.08
202Z15 3.92 11.05 2.21 1.84 1.47 1.23 1.11 22.90 10.88
202Z18 4.7 14.45 2.89 2.41 1.93 1.61 1.45 27.00 13.64
202Z20 5.23 16.85 3.37 2.81 2.25 1.87 1.69 29.70 15.30
202Z25 6.53 23.50 4.70 3.92 3.13 2.61 2.35 36.10 19.49
Span 5.50 metres
172Z15 3.45 8.14 1.48 1.23 0.99 0.82 0.74 12.27 8.00
OVERLAP SYSTEM

172Z18 4.14 10.56 1.92 1.60 1.28 1.07 0.96 14.3 9.58
172Z20 4.60 12.27 2.23 1.86 1.49 1.24 1.12 15.73 10.88
172Z25 5.75 16.83 3.06 2.55 2.04 1.70 1.53 19.20 13.42
182Z15 3.57 8.80 1.60 1.33 1.07 0.89 0.80 14.03 8.61
182Z18 4.28 11.44 2.08 1.73 1.39 1.16 1.04 16.56 10,62
182Z20 4.76 13.31 2.42 2.02 1.61 1.34 1.21 18.15 11.87
182Z25 5.95 18.26 3.32 2.77 2.21 1.84 1.66 22.11 14.65
202Z15 3.92 10.07 1.83 1.53 1.22 1.02 0.92 19.03 9.91
202Z18 4.70 13.15 2.39 1.99 1.59 1.33 1.20 22.39 12.44
202Z20 5.23 15.35 2.79 2.33 1.86 1.55 1.40 24.42 13.95
202Z25 6.53 21.40 3.89 3.24 2.59 2.16 1.95 29.76 17.65
Span 6.00 metres
182Z15 3.57 8.04 1.34 1.12 0.89 0.74 0.67 11.76 7.10
182Z18 4.28 10.44 1.74 1.45 1.16 0.97 0.87 13.86 9.68
182Z20 4.76 12.12 2.02 1.68 1.35 1.12 1.01 15.12 10.82
182Z25 5.95 16.56 2.76 2.30 1.84 1.53 1.38 18.42 13.27
202Z15 3.92 9.18 1.53 1,28 1.02 0.85 0.77 15.78 9.04
202Z18 4.70 11.94 1.99 1.66 1.33 1.11 1.00 18.48 11.33
202Z20 5.23 13.98 2.33 1.94 1.55 1.29 1.17 20.40 12.72
202Z25 6.53 19.50 3.25 2.71 2.17 1.81 1.63 24.90 16.19
232Z15 4.53 11.22 1.87 1.56 1.25 1.04 0.94 24.30 10.71
232Z18 5.44 14.70 2.45 2.04 1.63 1.36 1.23 28.32 14.10
232Z20 6.04 17.16 2.86 2.38 1.91 1.59 1.43 31.32 16.20
232Z25 7.55 23.82 3.97 3.31 2.65 2.21 1.99 38.28 20.84
Rev 06 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile Z—Purlin
Technical Data Sheet & Load Tables Page 16 of 20

OVERLAP JOINT SYSTEM

Working Loads
Weight Total
Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN
[Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 6.50 metres
182Z15 3.57 7.41 1.14 0.95 0.76 0.63 0.57 10.01 7.27
182Z18 4.28 9.69 1.49 1.24 0.99 0.83 0.75 11.70 8.96
182Z20 4.76 11.25 1.73 1.44 1.15 0.96 0.87 12.87 10.01
182Z25 5.95 15.41 2.37 1.98 1.58 1.32 1.19 15.73 12.36
202Z15 3.92 8.52 1.31 1.09 0.87 0.73 0.66 13.46 8.37
202Z18 4.70 11.12 1.71 1.43 1.14 0.95 0.86 15.80 10.49
202Z20 5.23 12.94 1.99 1.66 1.33 1.11 1.00 17.36 11.77
202Z25 6.53 18.07 2.78 2.32 1.85 1.54 1.39 21.19 14.98
232Z15 4.53 10.34 1.59 1.33 1.06 0.88 0.80 20.61 9.91
232Z18 5.44 13.00 2.00 1.67 1.33 1.11 1.00 24.12 13.10
232Z20 6.04 15.86 2.44 2.03 1.63 1.36 1.22 26.78 15.00
OVERLAP SYSTEM

232Z25 7.55 21.19 3.26 2.72 2.17 1.81 1.63 32.57 19.28
Span 7.00 metres
182Z18 4.28 8.96 1.28 1.07 0.85 0.71 0.64 10.01 8.28
182Z20 4.76 10.36 1.48 1.23 0.99 0.82 0.74 11.06 9.25
182Z25 5.95 13.86 1.98 1.65 1.32 1.10 0.99 13.51 10.43
202Z15 3.92 7.84 1.12 0.93 0.75 0.62 0.56 11.62 7.73
202Z18 4.70 10.29 1.47 1.23 0.98 0.81 0.74 13.58 9.69
202Z20 5.23 11.97 1.71 1.43 1.14 0.95 0.86 14.91 10.87
202Z25 6.53 16.66 2.38 1.98 1.59 1.32 1.19 18.2 13.85
232Z15 4.53 9.59 1.37 1.14 0.91 0.76 0.69 17.64 9.16
232Z18 5.44 12.53 1.79 1.49 1.19 0.99 0.90 20.72 12.11
232Z20 6.04 14.63 2.09 1.74 1.39 1.16 1.05 22.68 13.85
232Z25 7.55 20.37 2.91 2.43 1.94 1.62 1.46 28.07 17.82
252Z15 4.76 10.29 1.47 1.23 0.98 0.82 0.74 21.56 9.78
252Z18 5.71 13.51 1.93 1.61 1.29 1.07 0.97 25.34 13.34
252Z20 6.34 15.82 2.26 1.88 1.51 1.26 1.13 27.10 15.39
252Z25 7.93 22.05 3.15 2.63 2.10 1.75 1.58 33.53 19.80
262Z15 5.18 11.62 1.66 1.38 1.11 0.92 0.83 25.76 10.95
262Z18 6.22 15.26 2.18 1.82 1.45 1.21 1.09 30.10 14.52
262Z20 6.91 17.78 2.54 2.12 1.69 1.41 1.27 33.46 17.20
262Z25 8.63 24.92 3.56 2.97 2.37 1.98 1.78 40.46 22.72

Rev 06 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile Z—Purlin
Technical Data Sheet & Load Tables Page 17 of 20

OVERLAP JOINT SYSTEM

Working Loads
Weight Total
Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN
[Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 7.50 metres
182Z18 4.28 8.33 1.11 0.93 0.74 0.62 0.56 8.93 7.74
182Z20 4.76 9.60 1.28 1.07 0.85 0.71 0.64 9.90 8.66
182Z25 5.95 11.93 1.59 1.33 1.06 0.88 0.80 12.08 10.69
202Z18 4.70 9.60 1.28 1.07 0.85 0.71 0.64 12.08 9.07
202Z20 5.23 11.18 1.49 1.24 0.99 0.83 0.75 13.35 10.17
202Z25 6.53 15.60 2.08 1.73 1.39 1.16 1.04 16.35 12.96
232Z18 5.44 11.78 1.57 1.31 1.05 0.87 0.79 18.68 11.33
232Z20 6.04 13.73 1.83 1.53 1.22 1.02 0.92 20.48 12.96
232Z25 7.55 19.05 2.54 2.12 1.69 1.41 1.27 25.13 16.67
OVERLAP SYSTEM

252Z18 5.71 12.60 1.68 1.40 1.12 0.93 0.84 22.50 12.48
252Z20 6.34 14.78 1.97 1.64 1.31 1.09 0.99 24.83 14.39
252Z25 7.93 20.63 2.75 2.29 1.83 1.53 1.38 30.30 18.52
262Z18 6.22 14.25 1.90 1.58 1.27 1.06 0.95 27.15 13.59
262Z20 6.91 16.65 2.22 1.85 1.48 1.23 1.11 29.70 16.10
262Z25 8.63 23.33 3.11 2.59 2.07 1.73 1.56 36.68 21.25
Span 8.00 metres
202Z18 4.70 8.96 1.12 0.93 0.75 0.62 0.56 10.56 8.46
202Z20 5.23 10.48 1.31 1.09 0.87 0.73 0.66 11.60 9.50
202Z25 6.53 14.56 1.82 1.52 1.21 1.01 0.91 14.32 12.10
232Z18 5.44 10.96 1.37 1.14 0.91 0.76 0.69 16.32 10.58
232Z20 6.04 12.80 1.60 1.33 1.07 0.89 0.80 17.92 12.10
232Z25 7.55 17.76 2.22 1.85 1.48 1.23 1.11 22.16 15.56
252Z18 5.71 11.76 1.47 1.23 0.98 0.82 0.74 19.60 11.65
252Z20 6.34 13.84 1.73 1.44 1.15 0.96 0.87 21.76 13.44
252Z25 7.93 19.28 2.41 2.00 1.61 1.34 1.21 26.72 17.29
262Z18 6.22 13.28 1.66 1.38 1.11 0.92 0.83 23.84 12.97
262Z20 6.91 15.52 1.94 1.62 1.29 1.08 0.97 26.08 15.02
262Z25 8.63 21.76 2.72 2.27 1.81 1.51 1.36 32.16 19.84

Rev 06 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile Z—Purlin
Technical Data Sheet & Load Tables Page 18 of 20

OVERLAP JOINT SYSTEM

Working Loads
Weight Total
Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN
[Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 8.50 metres
202Z18 4.70 8.50 1.00 0.83 0.67 0.56 0.50 9.35 8.00
202Z20 5.23 9.61 1.13 0.94 0.75 0.63 0.57 10.37 8.96
202Z25 6.53 13.77 1.62 1.35 1.08 0.90 0.81 12.58 11.41
232Z15 4.53 7.91 0.93 0.78 0.61 0.52 0.47 12.24 7.55
232Z18 5.44 10.37 1.22 1.02 0.81 0.68 0.61 14.37 9.98
232Z20 6.04 12.07 1.42 1.18 0.95 0.79 0.71 15.9 11.41
232Z25 7.55 16.75 1.97 1.64 1.31 1.09 0.99 19.47 14.68
252Z15 4.76 8.42 0.99 0.83 0.66 0.55 0.50 14.71 8.05
252Z18 5.71 11.14 1.31 1.09 0.87 0.73 0.66 17.34 10.99
252Z20 6.34 13.00 1.53 1.28 1.02 0.85 0.77 19.21 12.67
252Z25 7.93 18.19 2.14 1.78 1.43 1.19 1.07 23.46 16.31
262Z15 5.18 9.61 1.13 0.94 0.75 0.63 0.57 17.85 9.03
262Z18 6.22 12.58 1.48 1.23 0.99 0.82 0.74 21.00 11.97
OVERLAP SYSTEM

262Z20 6.91 14.71 1.73 1.44 1.15 0.96 0.87 22.95 14.17
262Z25 8.63 20.49 2.41 2.00 1.61 1.34 1.21 28.39 18.68
302Z18 6.85 14.03 1.65 1.38 1.10 0.92 0.83 30.77 13.70
302Z20 7.61 16.49 1.94 1.62 1.29 1.08 0.97 34.00 15.65
302Z25 9.52 23.21 2.73 2.28 1.82 1.52 1.37 41.4 22.06
Span 9.00 metres
202Z25 6.53 10.26 1.14 0.95 0.76 0.63 0.57 11.22 10.31
232Z15 4.53 8.28 0.92 0.77 0.61 0.51 0.46 10.92 7.94
232Z18 5.44 9.72 1.08 0.90 0.72 0.60 0.54 12.81 9.44
232Z20 6.04 11.34 1.26 1.05 0.84 0.70 0.63 14.18 10.80
232Z25 7.55 15.75 1.75 1.46 1.17 0.97 0.88 17.36 13.90
252Z18 5.71 10.44 1.16 0.97 0.77 0.64 0.58 15.47 10.40
252Z20 6.34 12.24 1.36 1.13 0.91 0.76 0.68 17.13 12.00
252Z25 7.93 17.10 1.90 1.58 1.27 1.06 0.95 20.93 15.43
262Z15 5.18 9.00 1.00 0.83 0.67 0.56 0.50 15.92 8.54
262Z18 6.22 11.79 1.31 1.09 0.87 0.73 0.66 18.73 11.32
262Z20 6.91 13.77 1.53 1.28 1.02 0.85 0.77 20.47 13.41
262Z25 8.63 19.35 2.15 1.79 1.43 1.19 1.08 25.32 17.71
302Z20 7.61 15.48 1.72 1.43 1.15 0.96 0.86 30.33 14.58
302Z25 9.52 21.78 2.42 2.02 1.61 1.34 1.21 36.92 22.55
342Z20 8.76 19.17 2.13 1.78 1.42 1.18 1.07 44.04 19.57
342Z25 10.87 27.00 3.00 2.50 2.00 1.67 1.50 54.61 27.49
342Z30 13.16 35.55 3.95 3.29 2.63 2.19 1.98 64.98 34.22

Rev 06 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile Z—Purlin
Technical Data Sheet & Load Tables Page 19 of 20

OVERLAP JOINT SYSTEM

Working Loads
Weight Total
Allowable downward loads in Kn/m2 Total UDL Kn Total Uplifting Loads in KN
Section Kg/m UDL KN
[Purlin Centers in mms] Deflection [Metal cladding] No of Antisag
1000 1200 1500 1800 2000 Span/180 0 1 2 3
Span 9.50 metres
232Z18 5.44 9.22 0.97 0.81 0.65 0.54 0.49 7.49 8.92
232Z20 6.04 10.74 1.13 0.94 0.75 0.63 0.57 8.30 10.20
232Z25 7.55 15.01 1.58 1.32 1.05 0.88 0.79 10.07 13.12
252Z18 5.71 9.88 1.04 0.87 0.69 0.58 0.52 11.50 9.82
252Z20 6.34 11.69 1.23 1.03 0.82 0.68 0.62 12.72 11.32
252Z25 7.93 16.15 1.70 1.42 1.13 0.94 0.85 15.58 14.57
262Z15 5.18 8.55 0.90 0.75 0.60 0.50 0.45 11.77 8.06
262Z18 6.22 11.21 1.18 0.98 0.79 0.66 0.59 13.88 10.69
262Z20 6.91 13.11 1.38 1.15 0.92 0.77 0.69 15.38 12.66
262Z25 8.63 18.34 1.93 1.61 1.29 1.07 0.97 18.78 16.72
302Z18 6.85 12.54 1.32 1.10 0.88 0.73 0.66 14.29 11.50
302Z20 7.61 14.73 1.55 1.29 1.03 0.86 0.78 16.81 13.76
302Z25 9.52 20.71 2.18 1.82 1.45 1.21 1.09 18.37 19.70
OVERLAP SYSTEM

342Z20 8.76 18.24 1.92 1.60 1.28 1.07 0.96 41.72 18.39
342Z25 10.87 25.56 2.69 2.24 1.79 1.49 1.35 51.74 24.91
342Z30 13.16 33.73 3.55 2.96 2.37 1.97 1.78 61.56 31.43
Span 10.00 metres
232Z20 6.04 10.20 1.02 0.85 0.68 0.57 0.51 7.49 9.65
232Z25 7.55 13.00 1.30 1.08 0.87 0.72 0.65 9.09 12.42
252Z20 6.34 11.0 1.10 0.92 0,73 0.61 0.55 11.48 10.73
252Z25 7.93 13.8 1.38 1.15 0.92 0.77 0.69 14.06 13.80
262Z18 6.22 10.60 1.06 0.88 0.71 0.59 0.53 12.53 10.12
262Z20 6.91 12.40 1.24 1.03 0.83 0.69 0.62 13.88 11.99
262Z25 8.63 16.80 1.68 1.40 1.12 0.93 0.84 16.95 15.83
302Z18 6.85 11.20 1.12 0.93 0.75 0.62 0.56 12.90 10.88
302Z20 7.61 13.30 1.33 1.11 0.89 0.74 0.67 15.17 13.03
302Z25 9.52 19.60 1.96 1.63 1.31 1.09 0.98 16.58 18.66
342Z20 8.76 17.30 1.73 1.44 1.15 0.96 0.87 37.75 16.60
342Z25 10.87 24.20 2.42 2.02 1.61 1.34 1.21 46.81 22.85
342Z30 13.16 31.90 3.19 2.66 2.13 1.77 1.60 55.70 29.76
Span 10.50 metres
342Z20 8.76 16.49 1.57 1.31 1.05 0.87 0.79 37.75 14.90
342Z25 10.87 23.103 2.20 1.83 1.47 1.22 1.10 46.81 21.80
342Z30 13.16 30.45 2.90 2.42 1.93 1.61 1.45 55.70 28.40
Span 11.00 metres
342Z20 8.76 15.73 1.43 1.19 0.95 0.79 0.72 36.03 14.19
342Z25 10.87 22.003 2.00 1.67 1.33 1.11 1.00 44.68 20.74
342Z30 13.16 28.93 2.63 2.19 1.75 1.46 1.32 53.16 27.06

Rev 06 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
 Cold Formed Profile Z—Purlin
Technical Data Sheet & Load Tables Page 20 of 20

A B C D E F G
122 32 56 240 34 40 614
142 42 56 240 44 50 614

172 42 86 290 44 50 714

182 42 96 350 44 50 834

202 42 116 350 44 50 834

232 42 146 410 44 50 954

252 42 166 460 44 50 1054

262 42 176 460 44 50 1054
302 52 195 610 55 60 1354

342 52 235 760 55 60 1654

Rev 06 12/04/2017
T: +971 6 533 8449
E: info@TigerPROFILES.com

The Roof & Cladding Company Website: TigerPROFILES.com

Information contained here was, at the time of publishing, accurate and true to the best of our knowledge. We reserve the right to make any changes for continuous improvement .
25754_BCG_Sharjah_Intl_Airport_Expansion
SHJ_UAE

Purlin’s Sample MTC’s