Ghosh Group of Companies

Ghosh Group was initiated in 2012 in Ajman, United Arab Emirates. Ghosh Metal Industries is mainly
involved in Import, Export, Trading of Prime Flat Steel Coils, Sheet and all type of fabricated & value
added steel products are used in Real Estate and Construction Industries. Ghosh Metal Industries has a huge
customer base in the Middle East and African markets. Our Annual sales volume for Steel and fabrication
Division is USD 120 million and more than USD 10 million respectively

Ghosh Metal Industries LLC

We have a very strong Sourcing and Supply capacity of all type of Steel like Hot Rolled Steel, Cold Rolled
Steel, and Galvanized Steel, Pre Painted Galvanized Steel Coils with Aluminum Pre Painted and Mill Finish
Aluminum Coils and Sheet. Our factory in Ajman is well equipped for producing Metal Profile Sheet,
Sandwich Panel, Cladding, Flashing, Perforated Sheets, C & Z Purlins and other Roll-Forming and
Fabricated Steel Products

Globe Metal & Power FZE

We also have assembling facility for Globe Water Chillers and Swimming Pool Heat Pump in Dubai, UAE
for Industrial or Individual use. We have wide range of models With varied technical specifications to meet
our valued customer's choice and budget. Our "Heat Pump – Hot and Cool System and Water Chillers for
Swimming Pool and Villa" is very successful in UAE and in Middle East Market.

Clothstar Textile Pvt.

33A, Chandigacha, Ashoknagar, Barasat, West Bengal, Pin: 743222 India.

Localcloud Infotech Pvt Ltd

Mumbai India.

Ghosh Works Yard

West Bengal, India

Ghosh Logistics & Transport Services

West Bengal, India

Our Vision
We thrive continuously to move towards to be one of the finest steel products supplier on a global scale. In
the near future we plan to come up with a steel service centre in Dubai, UAE and cater our materials &
services all over the globe. We not only have plans for our expansion but also to generate employment for
more than 200 professionals from all over the globe.

Our Mission
Every member of Ghosh Group pledges to establish lasting relationship with our customers by
exceeding their expectations and gaining their trust through exceptional performance by supplying
high-end quality materials and services at competitive prices and timely delivery.

Page -2
Ghosh Metal Industries LLC

GMI - Single Skin Profile Sheet

GMI is manufacturing the single skin profile sheets for the roof and wall claddings in Ajman. Profile
sheets are manufactured of GI and Aluminum in various finish and thickness(0.3-0.9mm) as per client
requirement

Application
Roof & Wall Cladding

GMI -35/200

Specification
Aluminum profiled sheet is 0.5-1.2mm thick alloy A3105 - H16 Temper from tension leveled coils –
different alloy can be supplied on request.
GI & Aluzinc coated steel profile sheet 0.3-0.9mm thick as per ASTM A653(GI) and ASTM A792(Aluzinc)
- different grades can be supply on request.

Page -3
GMI 35/200 MM -ALUMINIUM PROFIEL SHEET
Section Modules Moment of Interia Moment Capacity
Thickness Weight Minus - Ve Deflection Deflection
Plus - Ve M I (Ful) PlusVe I MinusVe I PlusVe MinusVe
M (Down Load) (Up wind)
mm kg/m2 mm3/m mm4/m kN.m
0.5 1.677 4763 3189 145856 135845 125489 114586 95624 1.998 1.436
0.6 2.013 5503 4114 175896 168596 156985 152636 112563 2.105 1.798
0.7 2.34 6502 5706 19 8058 178296 164777 171946 138285 2.243 1.968

0.8 2.68 10134 9287 279100 270732 248966 270164 216016 3.496 3.204
0.9 3.019 13284 13642 361192 359876 340225 356995 304923 4.583 4.707
Span Type Single Span Double Span Interior Span

Thickness
Permissible Span in (mm)
0.5 mm
Deflection No limit L/100 L/150 L/200 No Limit L/100 L/150 L/200 No Limit L/100 L/150 L/200
0.5 4489 3704 3236 2940 4247 4966 4338 3941 4748 4966 4338 3941
(0.5 Wind) 4513 3608 3152 2864 4818 4837 4226 3839 5387 4837 4226 3839
1.5 2694 2625 2293 2083 2523 3519 3074 2793 2821 3519 3074 2793
(1.5 Wind) 2692 2557 2234 2029 2874 3427 2994 2720 3213 3427 2994 2720
2.5 2099 2224 1943 1765 1966 2981 2604 2366 2198 2981 2604 2366
(2.5 Wind) 2099 2166 1892 1719 2241 2904 2537 2305 2506 2904 2537 2305

Thickness
0.6 mm
0.5 5523 4206 3674 3338 5330 5638 4925 4475 5959 5638 4925 4475
(0.5 Wind) 5653 4090 3573 3246 5905 5482 4789 4351 6601 5482 4789 4351
1.5 3343 3004 2624 2384 3201 4026 3517 3196 3578 4026 3517 3196
(1.5 Wind) 3412 2921 2552 2318 3564 3915 3420 3108 3984 3915 3420 3108
2.5 2611 2549 2227 2023 2500 3417 2985 2712 2795 3417 2985 2712
(2.5 Wind) 2668 2479 2166 1968 2786 3323 2903 2638 3115 3323 2903 2638

Thickness
0.7 mm
0.5 6234 4569 3992 3627 6358 6125 5351 4862 7108 6125 5351 4862
(0.5 Wind) 6729 4485 3918 3559 6640 6012 5252 4771 7424 6012 5252 4771
1.5 3806 3288 2872 2610 3857 4408 3850 3498 4312 4408 3850 3498
(1.5 Wind) 4108 3227 2819 2561 4053 4326 3779 3433 4532 4326 3779 3433
2.5 2979 2795 2442 2219 3019 3747 3274 2974 3375 3747 3274 2974
(2.5 Wind) 3220 2744 2397 2178 3177 3678 3213 2919 3552 3678 3213 2919

Thickness
0.8 mm
0.5 7443 4899 4160 3852 7209 6658 5701 5063 8569 7053 5789 5252
(0.5 Wind) 7956 4925 4236 3789 7569 6722 5869 5210 8854 7121 5836 5491
1.5 6729 4485 3918 3559 6640 6012 5252 4771 7424 6012 5252 4771
(1.5 Wind) 5523 4206 3674 3338 5330 5638 4925 4475 5959 5638 4925 4475
2.5 4489 3704 3236 2940 4247 4966 4338 3941 4748 4966 4338 3941
(2.5 Wind) 3343 3004 2624 2384 3201 4026 3517 3196 3578 4026 3517 3196

Thickness
0.9 mm
0.5 9586 4899 4598 4862 8569 7053 6358 5252 10253 9053 6658 7108
(0.5 Wind) 9901 4925 4785 4771 8854 7121 6640 5491 10025 8963 6722 7424
1.5 10523 4485 4102 3498 7424 6012 3857 4771 10985 8096 6012 4312
(1.5 Wind) 10259 4206 4090 3433 5959 5638 4053 4475 8890 7800 5638 4532
2.5 9873 3704 4833 2974 4748 4966 3019 3941 6810 7485 4966 3375
(2.5 Wind) 4952 3004 3100 2919 3578 4026 3177 3196 3741 6201 4026 3552

Page -4
GMI 35/200 MM –GI PROFIEL SHEET

Section Modules Moment of Interia Moment Capacity

Thickness Weight Minus - Ve Deflection Deflection
Plus - Ve M I (Ful) PlusVe I MinusVe I PlusVe MinusVe
M (Down Load) (Up wind)
mm kg/m2 mm3/m mm4/m kN.m
0.7 7.449 6502 5706 198058 178296 164777 171946 138285 2.243 1.968

0.9 9.577 10134 9287 279100 270732 248966 270164 216016 3.496 3.204

1.0 11.705 13284 13642 361192 359876 340225 356995 304923 4.583 4.707

Span Type Single Sapn Double Span Interior Span

Thickness
Permissible Span in (mm)
0.4 mm

Deflection No limit L/100 L/150 L/200 No Limit L/100 L/150 L/200 No Limit L/100 L/150 L/200

0.5 4489 3704 3236 2940 4247 4966 4338 3941 4748 4966 4338 3941

(0.5 Wind) 4513 3608 3152 2864 4818 4837 4226 3839 5387 4837 4226 3839

1.5 2694 2625 2293 2083 2523 3519 3074 2793 2821 3519 3074 2793

(1.5 Wind) 2692 2557 2234 2029 2874 3427 2994 2720 3213 3427 2994 2720

2.5 2099 2224 1943 1765 1966 2981 2604 2366 2198 2981 2604 2366

(2.5 Wind) 2099 2166 1892 1719 2241 2904 2537 2305 2506 2904 2537 2305
Thickness
0.5 mm

0.5 5523 4206 3674 3338 5330 5638 4925 4475 5959 5638 4925 4475

(0.5 Wind) 5653 4090 3573 3246 5905 5482 4789 4351 6601 5482 4789 4351

1.5 3343 3004 2624 2384 3201 4026 3517 3196 3578 4026 3517 3196

(1.5 Wind) 3412 2921 2552 2318 3564 3915 3420 3108 3984 3915 3420 3108

2.5 2611 2549 2227 2023 2500 3417 2985 2712 2795 3417 2985 2712

(2.5 Wind) 2668 2479 2166 1968 2786 3323 2903 2638 3115 3323 2903 2638
Thickness 0.7
mm

0.5 6234 4569 3992 3627 6358 6125 5351 4862 7108 6125 5351 4862

(0.5 Wind) 6729 4485 3918 3559 6640 6012 5252 4771 7424 6012 5252 4771

1.5 3806 3288 2872 2610 3857 4408 3850 3498 4312 4408 3850 3498

(1.5 Wind) 4108 3227 2819 2561 4053 4326 3779 3433 4532 4326 3779 3433

2.5 2979 2795 2442 2219 3019 3747 3274 2974 3375 3747 3274 2974

(2.5 Wind) 3220 2744 2397 2178 3177 3678 3213 2919 3552 3678 3213 2919
Thickness
0.9 mm

0.5 7443 4899 4160 3852 7209 6658 5701 5063 8569 7053 5789 5252

(0.5 Wind) 7956 4925 4236 3789 7569 6722 5869 5210 8854 7121 5836 5491

1.5 6729 4485 3918 3559 6640 6012 5252 4771 7424 6012 5252 4771

(1.5 Wind) 5523 4206 3674 3338 5330 5638 4925 4475 5959 5638 4925 4475

2.5 4489 3704 3236 2940 4247 4966 4338 3941 4748 4966 4338 3941

(2.5 Wind) 3343 3004 2624 2384 3201 4026 3517 3196 3578 4026 3517 3196

Page -5
GMI 45/250 MM –GI PROFIEL SHEET

Elastic
Top in Compression Bottom in Compression
Nominal Cover Nominal Modulus
Area Full Sect.
Thickness Width Weight ( E )(kN/ Sx-Top Sx-Bot Ma bx Ixeb (cm4) Sx-Top Sx-Bot Ma bx
(cm2) Ix (cm4)
(T) (mm) (mm) (kg/m2) cm2) Ixet (cm4) (cm3) (kNm) (cm3) (cm3) (kNm)
(cm3)
0.40 1000 3.83 4.84 14.66 20300 11.20 3.40 9.03 0.46 10.82 4.45 5.12 0.60

0.50 1000 4.79 6.05 18.32 20300 15.66 4.95 11.28 0.67 14.18 5.65 6.95 0.77
0.60 1000 5.75 7.26 21.99 20300 20.54 6.74 13.58 0.92 17.63 6.86 8.86 0.93
0.70 1000 6.70 8.47 25.65 20300 24.85 8.52 15.92 1.12 21.21 8.08 10.91 1.10
0.80 1000 7.66 9.68 29.31 20300 28.69 9.55 18.19 1.30 24.90 9.30 13.08 1.27

0.90 1000 8.62 10.88 32.97 20300 32.56 10.86 20.45 1.48 28.70 10.54 15.37 1.44
1.00 1000 9.58 12.09 36.63 20300 36.39 12.14 22.68 1.65 32.57 11.77 17.76 1.60
1.20 1000 11.49 14.51 43.96 20300 43.85 14.61 27.10 1.99 40.56 14.26 22.83 1.94

Nominal Span (m)

No. of
Thickness (T) Load Case
Spans 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00
(mm)
0.40 1 *D + L 3.68 2.36 1.64 1.20 0.92 0.73 0.59 0.49 0.41
0.40 1 **WS 4.80 3.07 2.13 1.57 1.20 0.95 0.77 0.61 0.47
0.40 2 D+L 4.00 2.71 1.95 1.47 1.14 0.91 0.74 0.62 0.52
0.40 2 WS 3.28 2.18 1.55 1.15 0.89 0.71 0.58 0.48 0.40
0.40 3 D+L 4.69 3.24 2.35 1.78 1.39 1.12 0.91 0.76 0.64
0.40 3 WS 3.92 2.64 1.89 1.42 1.10 0.88 0.71 0.59 0.50
0.50 1 D+L 5.36 3.43 2.38 1.75 1.34 1.06 0.86 0.71 0.59
0.50 1 WS 6.16 3.94 2.74 2.01 1.54 1.22 0.99 0.76 0.59
0.50 2 D+L 5.64 3.72 2.63 1.95 1.50 1.19 0.97 0.80 0.68
0.50 2 WS 5.01 3.28 2.31 1.71 1.32 1.04 0.85 0.70 0.59
0.50 3 D+L 6.82 4.54 3.23 2.41 1.86 1.48 1.21 1.00 0.84
0.50 3 WS 6.10 4.03 2.85 2.12 1.63 1.30 1.05 0.87 0.74
0.60 1 D+L 7.36 4.71 3.27 2.40 1.84 1.45 1.18 0.92 0.71
0.60 1 WS 7.44 4.76 3.31 2.43 1.86 1.47 1.19 0.92 0.71
0.60 2 D+L 7.06 4.60 3.23 2.39 1.83 1.45 1.18 0.98 0.82
0.60 2 WS 6.99 4.55 3.19 2.36 1.82 1.44 1.17 0.97 0.81
0.60 3 D+L 8.63 5.67 3.99 2.96 2.28 1.81 1.47 1.22 1.02
0.60 3 WS 8.55 5.61 3.95 2.93 2.26 1.79 1.45 1.20 1.01

Page -6
GMI 45/250 MM –GI PROFIEL SHEET

Nominal Span (m)

No. of
Thickness (T) Load Case
Spans 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00
(mm)
0.70 1 D+L 8.96 5.73 3.98 2.93 2.24 1.77 1.42 1.07 0.82
0.70 1 WS 8.80 5.63 3.91 2.87 2.20 1.74 1.41 1.07 0.82
0.70 2 D+L 8.45 5.49 3.84 2.83 2.18 1.72 1.40 1.16 0.97
0.70 2 WS 8.59 5.58 3.91 2.88 2.22 1.75 1.42 1.18 0.99
0.70 3 D+L 10.39 6.78 4.76 3.52 2.71 2.15 1.74 1.44 1.21

0.70 3 WS 10.56 6.90 4.84 3.58 2.76 2.19 1.77 1.47 1.24
0.80 1 D+L 10.40 6.66 4.62 3.40 2.60 2.05 1.62 1.22 0.94
0.80 1 WS 10.16 6.50 4.52 3.32 2.54 2.01 1.62 1.22 0.94
0.80 2 D+L 9.83 6.37 4.45 3.28 2.52 1.99 1.62 1.34 1.12
0.80 2 WS 10.05 6.51 4.55 3.36 2.58 2.04 1.65 1.37 1.15
0.80 3 D+L 12.12 7.88 5.53 4.08 3.14 2.48 2.02 1.67 1.40
0.80 3 WS 12.38 8.06 5.65 4.18 3.21 2.54 2.06 1.71 1.44
0.90 1 D+L 11.84 7.58 5.26 3.87 2.96 2.34 1.83 1.37 1.06
0.90 1 WS 11.52 7.37 5.12 3.76 2.88 2.28 1.83 1.37 1.06
0.90 2 D+L 11.14 7.21 5.04 3.72 2.86 2.26 1.83 1.52 1.28
0.90 2 WS 11.43 7.41 5.18 3.82 2.93 2.32 1.88 1.56 1.31
0.90 3 D+L 13.73 8.93 6.26 4.63 3.56 2.82 2.29 1.89 1.59
0.90 3 WS 14.08 9.17 6.43 4.75 3.65 2.89 2.35 1.94 1.63
1.00 1 D+L 13.20 8.45 5.87 4.31 3.30 2.61 2.03 1.53 1.18
1.00 1 WS 12.80 8.19 5.69 4.18 3.20 2.53 2.03 1.53 1.18
1.00 2 D+L 12.38 8.02 5.60 4.13 3.17 2.51 2.04 1.68 1.42
1.00 2 WS 12.74 8.25 5.77 4.26 3.27 2.59 2.10 1.74 1.46
1.00 3 D+L 15.25 9.93 6.96 5.14 3.95 3.13 2.54 2.10 1.77
1.00 3 WS 15.69 10.22 7.17 5.30 4.07 3.23 2.62 2.17 1.82
1.20 1 D+L 15.92 10.19 7.08 5.20 3.98 3.14 2.44 1.83 1.41
1.20 1 WS 15.52 9.93 6.90 5.07 3.88 3.07 2.44 1.83 1.41
1.20 2 D+L 14.99 9.71 6.79 5.01 3.85 3.04 2.47 2.04 1.72
1.20 2 WS 15.35 9.95 6.96 5.14 3.94 3.12 2.53 2.09 1.76
1.20 3 D+L 18.47 12.03 8.43 6.23 4.79 3.79 3.08 2.55 2.14
1.20 3 WS 18.90 12.32 8.64 6.39 4.91 3.89 3.16 2.61 2.20

Page -7
GMI 45/250 MM –ALUMINIUM PROFIEL SHEET

Elastic Top in Compression Bottom in Compression

Nominal Cover Nominal Full
Area Modulus Sx-Top Sx-Bot Ma bx Ixeb Sx-Top Sx-Bot Ma bx
Thickness Width Weight Sect. Ix Ixet
(cm2) ( E )(kN/ (cm3) (kNm) (cm4) (cm3) (cm3) (kNm)
(T) (mm) (mm) (kg/m2) (cm4) (cm4)
cm2) (cm3)
0.40 1000 1.33 4.84 14.66 6900 9.52 2.73 9.00 0.24 9.44 4.26 4.06 0.35
0.50 1000 1.67 6.05 18.32 6900 13.37 3.98 11.23 0.35 12.67 5.41 5.73 0.47
0.60 1000 2.00 7.26 21.99 6900 17.62 5.42 11.46 0.47 15.84 6.58 7.35 0.57
0.70 1000 2.33 8.47 25.65 6900 22.21 7.04 15.70 0.61 19.12 7.76 9.07 0.68
0.80 1000 2.66 9.68 29.31 6900 27.09 8.82 17.96 0.76 22.45 8.95 10.83 0.78
0.90 1000 3.00 10.88 32.97 6900 31.59 10.42 20.27 0.91 25.88 10.14 12.70 0.88
1.00 1000 3.33 12.09 36.63 6900 35.62 11.79 22.55 1.02 29.42 11.34 14.65 0.99
1.20 1000 4.00 14.51 43.96 6900 43.33 14.37 26.99 1.25 36.75 13.76 18.84 1.20

Nominal Span (m)

No. of
Thickness (T) Load Case
Spans 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00
(mm)
0.40 1 *D + L 1.92 1.23 0.85 0.63 0.48 0.38 0.28 0.21 0.16
0.40 1 **WS 2.80 1.79 1.24 0.81 0.54 0.38 0.28 0.21 0.16
0.40 2 D+L 1.84 1.32 0.99 0.77 0.61 0.49 0.41 0.34 0.29
0.40 2 WS 1.51 1.04 0.76 0.57 0.45 0.36 0.29 0.24 0.21
0.40 3 D+L 2.06 1.51 1.15 0.90 0.72 0.59 0.48 0.39 0.30
0.40 3 WS 1.75 1.23 0.90 0.69 0.54 0.44 0.34 0.25 0.19
0.50 1 D+L 2.80 1.79 1.24 0.91 0.67 0.47 0.35 0.26 0.20
0.50 1 WS 3.76 2.41 1.60 1.01 0.67 0.47 0.35 0.26 0.20
0.50 2 D+L 2.96 2.04 1.48 1.12 0.87 0.70 0.57 0.48 0.40
0.50 2 WS 2.42 1.62 1.16 0.87 0.67 0.54 0.44 0.36 0.31
0.50 3 D+L 3.42 2.40 1.77 1.35 1.06 0.86 0.65 0.49 0.38
0.50 3 WS 2.86 1.95 1.41 1.06 0.83 0.62 0.45 0.34 0.26
0.60 1 D+L 3.76 2.41 1.67 1.21 0.81 0.57 0.41 0.31 0.24
0.60 1 WS 4.56 2.92 1.92 1.21 0.81 0.57 0.41 0.31 0.24
0.60 2 D+L 3.99 2.67 1.90 1.42 1.10 0.87 0.71 0.59 0.50
0.60 2 WS 3.42 2.26 1.60 1.19 0.92 0.73 0.59 0.49 0.41
0.60 3 D+L 4.75 3.22 2.32 1.74 1.35 1.07 0.78 0.59 0.45
0.60 3 WS 4.13 2.76 1.96 1.47 1.10 0.77 0.56 0.42 0.33

Page -8
GMI 45/250 MM –ALUMINIUM PROFIEL SHEET

Nominal Span (m)

No. of
Thickness (T) Load Case
Spans 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00
(mm)
0.70 1 D+L 4.88 3.12 2.17 1.41 0.94 0.66 0.48 0.36 0.28
0.70 1 WS 5.44 3.48 2.24 1.41 0.94 0.66 0.48 0.36 0.28
0.70 2 D+L 5.03 3.30 2.33 1.73 1.33 1.06 0.86 0.71 0.60
0.70 2 WS 4.57 2.99 2.11 1.56 1.20 0.95 0.77 0.64 0.50
0.70 3 D+L 6.09 4.04 2.87 2.14 1.65 1.25 0.91 0.69 0.53
0.70 3 WS 5.57 3.68 2.60 1.93 1.33 0.93 0.68 0.51 0.39
0.80 1 D+L 6.08 3.89 2.56 1.61 1.08 0.76 0.55 0.41 0.32
0.80 1 WS 6.24 3.99 2.56 1.61 1.08 0.76 0.55 0.41 0.32
0.80 2 D+L 5.91 3.85 2.71 2.00 1.54 1.22 0.99 0.82 0.69
0.80 2 WS 5.77 3.76 2.64 1.95 1.50 1.19 0.96 0.76 0.59
0.80 3 D+L 7.22 4.75 3.35 2.48 1.91 1.43 1.04 0.78 0.60
0.80 3 WS 7.06 4.64 3.27 2.33 1.56 1.09 0.80 0.60 0.46
0.90 1 D+L 7.28 4.66 2.88 1.81 1.21 0.85 0.62 0.47 0.36
0.90 1 WS 7.04 4.51 2.88 1.81 1.21 0.85 0.62 0.47 0.36

0.90 2 D+L 6.74 4.38 3.07 2.27 1.74 1.38 1.12 0.93 0.78
0.90 2 WS 6.95 4.52 3.17 2.34 1.80 1.42 1.16 0.88 0.68
0.90 3 D+L 8.27 5.41 3.80 2.81 2.16 1.61 1.17 0.88 0.68
0.90 3 WS 8.52 5.58 3.92 2.68 1.80 1.26 0.92 0.69 0.53
1.00 1 D+L 8.16 5.22 3.20 2.01 1.35 0.95 0.69 0.52 0.40
1.00 1 WS 7.92 5.07 3.20 2.01 1.35 0.95 0.69 0.52 0.40
1.00 2 D+L 7.64 4.95 3.46 2.55 1.96 1.55 1.26 1.04 0.88
1.00 2 WS 7.85 5.09 3.56 2.63 2.02 1.60 1.30 1.00 0.77
1.00 3 D+L 9.40 6.12 4.30 3.18 2.44 1.79 1.30 0.98 0.75
1.00 3 WS 9.65 6.30 4.42 3.05 2.04 1.43 1.05 0.79 0.61
1.20 1 D+L 10.00 6.40 3.83 2.41 1.62 1.14 0.83 0.62 0.48
1.20 1 WS 9.60 6.14 3.83 2.41 1.62 1.14 0.83 0.62 0.48
1.20 2 D+L 9.29 6.02 4.20 3.10 2.38 1.88 1.53 1.26 1.06
1.20 2 WS 9.65 6.26 4.37 3.23 2.48 1.96 1.59 1.25 0.96
1.20 3 D+L 11.46 7.45 5.22 3.86 2.96 2.14 1.56 1.17 0.90
1.20 3 WS 11.89 7.74 5.43 3.81 2.55 1.79 1.31 0.98 0.76

Page -9
GMI 45/150 MM –ALUMINIUM PROFIEL SHEET

ALLOWABLE LOAD TABLE:

Working Load in N/m2 and limiting dYield strength considered is 160N/mrnZ Values would change for other yield strengths.
Profiles RH Factory LLC can produce in any length upto eflection 1.1200. 16m and 0.940m width.

Span condition Purlins centers in mm

1000 1250 1 500 1750 2000 mm 41M WEIGHT zxTOP ZxBOTT.
mm KG/M2 mm3/M mmS/M

3325 2128 1478 996 667 198571 1.85 7671 10389

0.50
4156 2660 1847 1357 1039
3963 2536 1761 1187 795 236756 2.22 9147 12385
0.60
4954 3170 2202 1618 1238
4593 2939 2041 1376 922 274441 2.59 10605 14353
0.70
5741 3674 2552 1875 1435
5214 3337' 2317 1563 1047 311630 2.96 12044 16294
0.80
6518 4171 2897 2128 1629
5827 3729 2590 1747 1170 348329 3.33 13464 18209
0.90
7284 4662 3237 2378 1821
6431 4116 2857 1929 1292 384540 3.70 14867 20098
1.00
8039 5145 3573 2625 2010
7615 4874 3385 2285 1531 455519 17616 23797
1.20
9519 6092 4231 3108 2380
GMI 45/150 MM –GI PROFIEL SHEET

Span
Purlins centers in mm Ml
condition

1000 1250 1500 1750 2000 2250 2500 mm 41M WEIGHT ZxTOP ZxBOTT.

mm KG/M2 mm3/M mm3/M

6473 4143 2877 2114 1618 1269 925 179290 4.79 6925 9382
0.45
8092 5179 3596 2642 2023 1593 1295
7859 5030 3493 2566 1965 1541 1124 217726 5.85 8412 11391
0.55
9824 6287 4366 3208 2456 1941 1572
9227 5991 41 60 3056 2340 1810 1319 255660 6.92 9878 13373
0.65
11533 7381 51 26 3766 2883 2278 1872
9904 6338 4402 3281 2476 1943 1416 274441 7.45 10604 14353
0.7
12379 7923 5502 4042 3095 2481 1981
11243 7196 4997 3671 2811 2206 1608 311630 8.51 12043 16294
0.8
14054 8995 6246 4589 3514 2776 2249
12565 8041 5584 4103 3141 2466 1798 348329 9.58 13464 18210
0.9
15706 10052 6980 5128 3926 3102 2513

Page -10
GMI 75/305 MM –STEEL PROFIEL SHEET

span thickness of concrete above deck sheet for 1 m with Units mm-
Thickness mm
condition 50 75 100 125 150 175 200 kg
permissible span in mm for construction stage - wt of cocrete + LL 1.5 kN/m2
2662 2539 2437 2349 2272 2205 2145 inertia 924019
0.7 3351 3133 2952 2800 2669 2555 2454 Ztop 25212
3289 3138 3011 2902 2808 2724 2650 Zbot 24608
area 966.4
Ultimate moment Of
resistance Composite 24.54 31.62 38.7 45.77 52.85 59.93 67.01 mass 7.58
(kNm)
2783 2655 2548 2456 2376 2305 2243 inertia 1056014
0.8 3580 3347 3154 2991 2851 2729 2622 Ztop 28773
3439 3280 3148 3034 2935 2848 2771 Zbot 28087
area 1104.4
Ultimate moment Of
resistance Composite 28.06 36.15 44.23 52.32 60.41 68.5 76.59 mass 8.66
(kNm)
2895 2761 2650 2554 2471 2398 2332 inertia 1188010
0.9 3795 3548 3343 3171 3022 2893 2779 Ztop 32322
4242 3966 3738 3545 3379 3234 3107 Zbot 31558
area 1242.4
Ultimate moment Of
resistance Composite 31.58 40.68 49.78 58.88 67.98 77.08 86.18 mass 9.74
(kNm)
2998 2860 2744 2645 2559 2483 2416 inertia 1320006
1.00 3997 3737 3522 3340 3184 3048 2927 Ztop 35863
3704 3534 3391 3268 3162 3068 2985 Zbot 35020
area 1380.4
Ultimate moment Of
resistance Composite 35.1 45.21 55.32 65.43 75.54 85.65 95.76 mass 10.82
(kNm)
3186 3039 2916 2811 2720 2639 2567 inertia 1584010
1.20 4282 4085 3853 3654 3483 3334 3203 Ztop 42912
3936 3755 3603 3473 3360 3261 3172 Zbot 41919
area 1656.4
Ultimate moment Of
resistance Composite 35.56 54.29 66.42 78.55 90.68 102.81 114.94 mass 12.99
(kNm)
3354 3200 3070 2959 2863 2778 2703 inertia 1848032
1.40 4508 4301 4127 3942 3758 3597 3455 Ztop 49921
4144 3953 3793 3656 3537 3433 3339 Zbot 48785
area 1932.3
Ultimate moment Of
resistance Composite 35.05 59.08 77.53 91.68 105.83 119.97 134.12 mass 15.15
(kNm)
3432 3274 3142 3028 2930 2843 2756 inertia 1980052
1.5 4613 4401 4223 4070 3887 3721 3574 Ztop 53412
4240 4045 3881 3741 3620 3512 3417 Zbot 52204
area 2070.3
Ultimate moment Of
resistance Composite 35.69 59.13 83.09 98.25 113.4 128.56 143.72 mass 16.23
(kNm)

Page -11
GMI 18/76 MM –ALUMINIUM PROFIEL SHEET

APPLICATION SPECIFICATION

* Roof and Wall Cladding.

* Based Material Confirms to Alloy 3105,3003,1060 Temper H16 & H14
* Sheet Available in Regular Polyester Coated, Mill Finish, PVDF Coated Subject to Availability.
* Color RAL Color, Subject to Availability.
* Yeild Strength 180N/mm2

Section Properties (Per Meter of Coverage Width)

Thickness Weight Area Top in Bottom in Shear

Sx Top cm3 Sx Bottom cm3 Ma KN-m Sx Top cm3 Sx Bottom cm3 Ma KN-m
mm kg/m2 cm2 ix cm4 ix cm4 Va KN
0.4 1.342 4.876 7.101 2.832 6.632 0.942 6.827 3.784 3.963 1.258 11.51
0.5 1.6775 5.125 8.644 3.601 7.646 1.197 8.063 4.384 4.766 1.458 17.55
0.6 2.12 5.563 9.032 3.985 7.902 1.256 8.403 4.563 4.992 1.51 19.92
0.7 2.34 5.923 9.804 4.161 8.325 1.384 8.901 4.786 5.317 1.591 22.52
0.8 2.68 6.095 15.237 6.765 11.767 2.249 13.251 6.801 6.789 2.261 38.701
0.9 3.019 8.533 19.425 7.523 12.925 2.923 14.298 7.927 7.284 3.697 44.563
1.0 3.355 10.971 25.365 8.793 14.949 3.253 16.571 8.593 10.155 4.125 56.256
1.2 4.026 13.409 29.521 11.237 18.287 5.01 20.973 10.552 13.217 4.927 69.373
ALLOWABLE UNIFORM LOAD CAPACITIES (KN/m2)
No of
Thickness Load SPAN IN METERS
Spans
mm No's Case 1 1.25 1.5 1.75 2 2.25 2.5 2.75 3
Single Imposed Load 6.075 3.11 1.8 1.134 0.759 0.533 0.389 0.292 0.225
Span Wind Load 8.887 4.55 2.633 1.658 1.111 0.78 0.569 0.427 0.329
0.40 Multi Imposed Load 9.42 5.869 3.396 2.139 1.433 1.006 0.734 0.551 0.425
Span Wind Load 12.58 8.051 4.968 3.129 20096 1.472 1.073 0.806 0.621
Single Imposed Load 7.502 3.841 2.223 1.4 0.938 0.659 0.48 0.361 0.278
Span Wind Load 10.497 5.374 3.11 1.959 1.312 0.922 0.672 0.505 0.389
0.50 Multi Imposed Load 11.97 7.247 4.194 2.641 1.769 1.243 0.906 0.681 0.524
Span Wind Load 14.58 9.331 5.868 3.695 2.476 1.739 1.268 0.952 0.734
Single Imposed Load 8.023 4.120 2.401 1.490 1.010 0.701 0.520 0.381 0.299
Span Wind Load 11.000 5.450 3.201 2.001 1.399 0.990 0.710 0.539 0.350
0.60 Multi Imposed Load 12.540 7.540 4.430 2.850 1.902 1.390 0.960 0.729 0.446
Span Wind Load 15.010 9.760 6.102 3.820 2.590 1.880 1.329 0.990 0.779
Single Imposed Load 8.508 4.356 2.521 1.588 1.064 0.747 0.545 0.409 0.315
Span Wind Load 11.587 5.932 3.433 2.162 1.448 1.017 0.742 0.557 0.429
0.70 Multi Imposed Load 13.84 8.219 4.756 2.995 2.007 1.409 1.027 0.772 0.595
Span Wind Load 15.91 10.182 6.478 4.079 2.733 1.919 1.399 1.051 0.81
Single Imposed Load 13.233 6.77 3.918 2.467 1.653 1.616 0.846 0.636 0.49
Span Wind Load 17.25 8.832 5.11 3.219 2.156 1.514 1.104 0.829 0.639
0.80 Multi Imposed Load 22.49 12.774 7.393 4.655 3.119 2.19 1.597 1.2 0.924
Span Wind Load 22.61 14.47 9.643 4.068 2.857 2.857 2.083 1.565 1.205
Single Imposed Load 18.232 13.254 4.921 3.698 3.529 2.202 3.569 0.968 0.999
Span Wind Load 26.331 18.46 12.364 5.026 2.958 3.975 3.658 1.925 1.901
0.90 Multi Imposed Load 32.49 22.774 17.393 14.655 13.119 12.19 11.597 11.2 10.924
Span Wind Load 28.51 20.47 15.543 10.068 8.857 8.857 8.083 7.565 7.205
Single Imposed Load 23.232 18.254 9.921 8.698 8.529 7.202 8.569 5.968 5.999
Span Wind Load 26.25 17.832 14.11 12.219 11.156 10.514 10.104 9.829 9.639

1.00 Imposed Load 42.49 32.774 27.393 24.655 23.119 22.19 21.597 21.2 20.924
Multi
Span Wind Load 32.25 28.832 20.11 18.219 17.156 16.514 16.104 15.829 15.639

Imposed Load 28.232 23.254 14.921 13.698 13.529 12.202 13.569 10.968 10.999
Single
Span Wind Load 32.61 24.47 19.643 14.068 12.857 12.857 12.083 11.565 11.205

1.20 Imposed Load 44.25 35.832 32.11 30.219 29.156 28.514 28.104 27.829 27.639
Multi
Span Wind Load 39.25 30.832 27.11 25.219 24.156 23.514 23.104 22.829 22.639

Page -12
GMI 18/76 MM –GI PROFIEL SHEET

Sectoin Properties (per Meter of Coverage Width)

Thickness Weight Area Top in Sx Top Sx Bottom Bottom in Sx Bottom Shear

cm3 cm3 Ma kN-m Sx Top cm3 cm3 Ma kN-m
cm2 ix cm4 ix cm4
0.32 3.064 4.876 7.101 2.832 6.632 0.942 6.827 3.784 3.963 1.258 11.51
0.4 3.83 5.125 8.644 3.601 7.646 1.197 8.063 4.384 4.766 1.458 17.55
0.5 4.788 5.923 9.804 4.161 8.325 1.384 8.901 4.786 5.317 1.591 22.52
0.7 6.703 6.095 15.237 6.765 11.767 2.249 13.251 6.801 6.789 2.261 38.701
0.8 8.619 8.533 19.425 7.523 12.925 2.923 14.298 7.927 7.284 3.697 44.563
0.9 9.577 10.971 25.365 8.793 14.949 3.253 16.571 8.593 10.155 4.152 56.256
1.0 11.492 13.409 29.521 11.237 18.287 5.01 20.973 10.552 13.217 4.927 69.373

ALLOWABLE UNIFORM LOAD CAPACITIES (kN mm

Thickness No OfS ans Load an in Meter

No's Case 1.25 1.75 2.25 2.5 2.75 3

Single Span Imposed Load 6.075 3.11 1.8 1.134 o. 759 0.533 0.389 0.292 0.225
Wind Load 8.887 4.55 2.633 1.658 1.111 0.78 0.569 0.427 0.329
0.32
Multi Span Imposed Load 9.42 5.869 3.396 2.139 1.433 1.006 0.734 0.551 0.425
Wind Load 12.58 8.051 4.968 3.129 2.096 1.472 1.073 0.806 0621
Single Span Imposed Load 7.502 3.841 2.223 1.4 0.938 o. 659 0.48 0361 0278
Wind Load 10.497 5.374 3.11 1.959 1.312 0.922 0.672 0.505 0.389
0.40
Multi Span Imposed Load 11.97 7.247 4.194 2.641 1.769 1.243 0.906 0.681 0.524
Wind Load 14.58 9.331 5.868 3.695 2A76 1.739 1.268 0.952 0.734
Imposed Load 8.508 4.356 2.521 1.588 1.064 O. 747 0,545 0,409 0.315
Single Span
Wind Load 11.587 5.932 3.433 2.162 1.448 1.017 0,742 0,557 0,429
0.50
Multi Span Imposed Load 13.84 8.219 4.756 2.995 2.007 1.409 1.027 0.772 0.595
Wind Load 15.91 10.182 6.478 4.079 2.733 1.919 1.399 1.051 0.81
Single Span Imposed Load 13.233 6.77 3.918 2.467 1.653 1.161 0,846 0.636 0.49
Wind Load 17.25 8.832 5.11 3.219 2.156 1.514 1.104 0,829 0639
0.70
Multi Span Imposed Load 22.49 12.774 7.393 4.655 3.119 2.19 1.597 1.2 0.924
Wind Load 22.61 14.47 9.643 4.068 2.857 2.857 2.083 1.565 1.205
Single Span Imposed Load 18.232 13.524 4.921 3.698 3.529 2.202 3.569 0.968 0.999
Wind Load 26.331 18.46 12.364 5.026 2.958 3.975 3.658 1.925 1.901
0.80
Multi Span Imposed Load 32.49 22.774 17.393 14.655 13.119 12.19 11.597 11.2 10.924
Wind Load 28.61 20.47 15.643 10.068 8.857 8.857 8.083 7.565 7.205
Single Span Imposed Load 23.232 18.524 9.921 8.698 8.529 7.202 8.569 5.968 5.999
Wind Load 26.25 17.832 14.11 12.219 11.156 10.514 10.104 9.829 9.639
0.90
Multi Span Imposed Load 42.49 32.774 27.393 24.655 23.119 22.19 21.597 21.2 20.924
Wind Load 32.25 23.832 20.11 18.219 17.156 16.514 16.104 15.829 15.639
Single Span Imposed Load 28.232 23.524 14.921 13.698 13.529 12.202 13.569 10.968 10.999
Wind Load 32.61 24.47 19.643 14.068 12.857 12.857 12.083 11.565 11.205
1.00
Imposed Load 44.25 35.832 32.11 30.219 29.156 28.514 28.104 27829 27.639
Multi Span Wind Load 39.25 30.832 22.11 25.219 24.156 23.514 23.104 22.829 22.639

Page -13
GMI- SANDWICH PANEL SHEET

GMI sandwich panel consists of three layers a low-density core and a thin skin layer bonded to each side and are suitable
insulator against heat, humidity and sound.
GMI produces sandwich panels for roof & wall in 7 different thickness: 25mm, 35mm, 50mm, 75mm, 100mm, 125mm, 150mm,
with an excellent slip joint connection for structural strength and weather tightness.
Application:
 Warehouse and factory cladding.
 Isolated rooms and cold storage.
 Various industries and office partition.
 Types of convex and pre-fabricated house
 Port complexes and indoor pools.
 Military shelters.
Advantages:
 Thermal insulation.
 Impact resistance and stability.
 Low maintenance and long life.
 Light weight and space saving.

Sl. No TECHNICAL DETAILS

1 Application Roofing, Wall Cladding, Porta Cabin, Cold Store

Aluminium: Inner & Outer Skin
2 Materials Galvanized: Inner & Outer Skin
Aluminium Foil: Inner Skin Only

3 Post Production Aluminium: 0.70 mm - 0.70 mm Alloy A3105 H16

Material Thickness Galvanized: 0.40 mm - 0.70 mm ASTM A653
Covering width: 1000 mm
4 Dimensions Length: Up to 12000 mm
Profile Pitch: 250 mm & 200 mm
Crown: 45 mm & 35 mm

5 Insulation Thickness PU & PIR: 25 mm, 35 mm, 50 mm, 75 mm, 100 mm, 125 mm, 150 mm
Rock Wool: 50 mm, 75 mm, 100 mm

6 Colors Standard RAL Colors, special colors on request at extra cost.

Top coat 20 microns regular modified polyester (RMP) over 5 microns primer on the outer
7 Surface Coating surface (open surfaced) and 5-7 microns primer on the other side.
PVDF & Plastisol can be supplied on special request.

8 Insulation Material PU (Polyurethane), PIR (polyisocyanurate) & Rock Wool.

9 Density 37-40 kg/m3
10 Water Absorbtion 1.0% of volume after 24 hour
11 Closed Cells 91%
Aluminium Alloy A3105 H16 Tension Leveled coils in pre-coated condition, data provided
are for yeild strenght of 170 N/mm2
12 Base Metal Galvanized Iron Sheet confirming to ASTM A653, Lock forming quality (LFQ), Yeild
Strength of 250 N/mm2, Zinc coating G60 (Z 180g/m2). Also available G40 (Z 100g/m2)
And G90 (Z 275g/m2)

Page -14
45/250 mm Sandwich Panel
TOP AND LINEAR SKIN SPECIFICATION
Available Thickness Imperial Guage Range / 0.4, 0.5, 0.68
Panel Length Minimum of 1.5m up to a maximum of 12m
Panel Width 1000mm
Profile Height 45mm
Pitch 250mm
Available Materials Aluminum, Aluzinc, P.P.G.I
INSULATION SPECIFICATION
Stress 150 kpa
Compression Resistance 100 kpa
Shear Resistance 100 kpa
K Value (Thermal Conductivity pf PU) 0.022 W/mK
Tolerance +/- 0.002
Water Absorption (After 24 Hrs) (0.032-0.035) gm / cm3
Fire Property PIR - B2 - Class E (BS EN 13501-1) (BS EN 13501-5)
Overall Heat Transfer Coefficient “ U “ Value Available Form Thickness in mm
50 75 100
W / M2 K 0.420 0.290 0.210
KCAL / M2 h K 0.361 0.247 0.181

GMI Flat Panel

TOP AND LINEAR SKIN SPECIFICATION

Available Thickness Imperial Guage Range / 0.4, 0.5, 0.68
Panel Length Minimum of 1.5m up to a maximum of 12m
Panel Width 1000mm
Profile Height 3 mm
Pitch 130 mm
Available Materials Aluminium, AluZinc, P.P.G.I
INSULATION SPECIFICATION
Top and Linear Skin Specification Tensile Stress
Compression Resistance 150 kpa
Shear Resistance 100 kpa
K Value (Thermal Conductivity pf PU) 100 kpa

Tolerance 0.022 W/mK

Water Absorption (After 24 Hrs) +/- 0.002
Fire Property PIR - B2 - Class E (BS EN 13501-1) (BS EN 13501-5)

Available Form Thickness in mm

Overall Heat Transfer Coefficient “ U “ Value
50 75 100

W / M2 K 0.420 0.290 0.210

KCAL / M2 h K 0.361 0.247 0.181

BTU / F t 2 h of 0.074 0.050 0.037

Page -15
GMI-Z PURLIN

Z Purlin – Data Sheet & Product Range

Product Range: Z Purlin - Section Properties

Z Purlin feature one broad and one narrow flange so that two Z purlins of the same size fit snugly together. Z Purlins are ideal for
lapping to achieve higher strength for the same section installed in single spans.

Table 1 Dimensions - Hot Dipped Galvanized High Tensile Steel Z Purlin

Purlin type Product Code Thickness Span Flange - A Flange - B Lip Unit Weight (Mtr) (KG)

Z100 Z10015 1.5 100 55 50 15 2.76

Z10018 1.8 100 55 50 15 3.32
Z10020 2.0 100 55 50 15 3.68
Z10022 2.2 100 55 50 15 4.05
Z10025 2.5 100 55 50 15 4.61
Z10030 3.0 100 55 50 15 5.53
Z125 Z12515 1.5 125 55 50 15 3.06
Z12518 1.8 125 55 50 15 3.67
Z12520 2.0 125 55 50 15 4.08
Z12522 2.2 125 55 50 15 4.49
Z12525 2.5 125 55 50 15 5.10
Z12530 3.0 125 55 50 15 6.12
Z150 Z15015 1.5 150 55 50 15 3.35
Z15018 1.8 150 55 50 15 4.02
Z15020 2.0 150 55 50 15 4.47
Z15022 2.2 150 55 50 15 4.92
Z15025 2.5 150 55 50 15 5.59
Z15030 3.0 150 55 50 15 6.71
Z175 Z17520 2.0 175 65 60 20 5.33
Z17522 2.2 175 65 60 20 5.87
Z17525 2.5 175 65 60 20 6.67
Z17530 3.0 175 65 60 20 8.00
Z200 Z20020 2.0 200 65 60 20 5.33
Z20022 2.2 200 65 60 20 5.87
Z20025 2.5 200 65 60 20 6.67
Z20030 3.0 200 65 60 20 8.00
Z225 Z22522 2.2 225 65 60 20 6.73
Z22525 2.5 225 65 60 20 7.65
Z22530 3.0 225 65 60 20 9.18
Z250 Z25022 2.2 250 65 60 20 7.16
Z25025 2.5 250 65 60 20 8.14
Z25030 3.0 250 65 60 20 9.77
Z300 Z30025 2.5 300 65 60 20 9.12
Z30030 3.0 300 65 60 20 10.95

Page -16
GMI-C PURLIN

C Purlin – Data Sheet & Product Range

Product Range: C Purlin - Section Properties

Product Range: C Purlin - Section Properties

C Purlin have equal flanges and are suitable for simply supported spans. C Purlins are non overlapping. Nonstandard
orders are available upon request.

Table 1 Dimensions - Hot Dipped Galvanized High Tensile Steel C Purlin

Purlin type Product Code Thickness Span Flange Lip Unit Weight (Mtr)
(KG)

C100 C10015 1.5 100 50 15 2.70

C10018 1.8 100 50 15 3.24
C10020 2.0 100 50 15 3.60
C10022 2.2 100 50 15 3.97
C10025 2.5 100 50 15 4.51
C10030 3.0 100 50 15 5.41

C125 C12515 1.5 125 50 15 3.00

C12518 1.8 125 50 15 3.60
C12520 2.0 125 50 15 4.00
C12522 2.2 125 50 15 4.40
C12525 2.5 125 50 15 5.00
C12530 3.0 125 50 15 6.00

C150 C15015 1.5 150 65 20 3.76

C15018 1.8 150 65 20 4.52
C15020 2.0 150 65 20 5.02
C15022 2.2 150 65 20 5.52
C15025 2.5 150 65 20 6.28
C15030 3.0 150 65 20 7.53

C175 C17515 1.5 175 65 20 4.06

C17518 1.8 175 65 20 4.87
C17520 2.0 175 65 20 5.41
C17522 2.2 175 65 20 5.95
C17525 2.5 175 65 20 6.77
C17530 3.0 175 65 20 8.12

C200 C20020 2.0 200 65 20 5.80

C20022 2.2 200 65 20 6.38
C20025 2.5 200 65 20 7.26
C20030 3.0 200 65 20 8.71
C225 C22520 2.0 225 65 20 6.20
C22522 2.2 225 65 20 6.82
C22525 2.5 225 65 20 7.75
C22530 3.0 225 65 20 9.30
C250 C25022 2.2 250 75 25 7.77
C25025 2.5 250 75 25 8.83
C25030 3.0 250 75 25 10.59
C300 C30025 2.5 300 75 25 9.81
C30030 3.0 300 75 25 11.77

Page -17
 Material Specifications
Hot Dipped galvanized High – Tensile Steel
Conforms to AS 1397 or equivalent Minimum yield stress 450 MPA
Zinc coating Z275 (275g/m2)
Base Metal Thickness: 1.5mm – 3.0 mm
*Zinc Coating Z350 (350g/m2) is available upon request and subject to minimum quantity.

Mild Steel Lipped Channel

Conforms to JIS G3350 or equivalent.
Base Metal Thickness: 2.3mm – 3.0 mm
*3.0mm is available upon enquiry.

Product Performance
In accordance with the provisions of AS/ANZ 4600: 1996 cold formed steel structure, our C and Z Purlins will perform as
specified design, fabrication and erection are carried out in accordance with accepted building practices.

Holes & Cleat Details

C and Z purlins are supplied with holes punched (to builder’s requirements) with recommended holes and cleat details as shown
in below illustration.
The Purlin are designed based on the web to cleat connection of sections.
Note:
*It is necessary to have the top flange of the purlins up to slop. This minimizes any rotational tendencies of the purlins.
*D: Purlin Depth
*10 standard hole punch per price: Additional hole punch subject to additional charges.

Available Holes Sizes(mm)

Z Purlin C Purlin
14 x 22 14 x 22
18 x 22 14 x 22

*Slotted Vertical Holes

*Round Holes also available in 18mm

Purlin Depth X Y
(mm) (mm) (mm)
100 50 80

125/150 60 80

250/225 110 80

250 160 80

300 210 80

Page -18
 Lapping Detail / Lapped Configuration

To provide sufficient structural continuity, each end of the lap requires one bolt through the webs. Nominal length is the
distance between bolt centers at the end of the laps. Laps vary in length with both section size and span. Minimum lap
should be 10% of the span.
*Note: Flange punch holes are available for Z200 series and larger.
Please contact Ghosh Metal for details.

Bolt Details
Bolts are usually M12, M16 (Grade 4.6)

Application
C Purlin can be used in single or continuous spans but cannot be lapped. Z purlins can be used in single or continuous spans
(Lapped or Un lapped). Lapped continuous spans will increase purlins loading capacity.

Custom Cut
Ghosh Metal’s high tensile purlins are available in custom – cut lengths. Special transportation arrangement and on site
handling equipment are required for purlin lengths more than 12 Meter.

Packing & Transportation

Ghosh Metal purlins are packed in bundles with weight generally less than 1500kg and strapped with metal strips. Special
packing for export requirements are provided upon request.

Page -19
GMI-fencing

GMI Fencing panels are manufactured as per standard specification or as per specific client requirement. GMI Fencing panels are
available in stock in our Ajman factory. Steel Fencing sheets are manufactured using high quality profile sheets of 35/200 Profile. These
steel sheets can be prepared in multiple colors as per RAL coding system.

GMI Fencing panels have a standard height of 2 Meters with width of 2 Meters. Thickness most commonly used is 0.4mm, we can make
available from 0.3-0.7mm thick profile sheets and channels most commonly of 1.5mm ranging in between 1.2-2.0mm thick as per client
requirement.

Galvanized U Channel is used to mount the fencing and a back support of Galvanized steel pipe is provided with concrete block of size
200x400x600 weighing 95 kgs.

All other fittings like clamp and nut bolt are hot-dipped galvanized for rust & corrosion protection.

Concrete Blocks

Page -20
GMI-Continues Fence Type -A

The Continuous Temporary Boundary hoarding fencing panel can be fabricated subject our customers of Ghosh Metal
Industries LLC, which is fully closed by sheet at bottom of the fence and the Standard Approved Construction site fence are
available in our factory 2 meter x 2 meter and the mount height of the fencing panel for construction boundary site
parameter hording 2.2 meter / 2.4 meter / 2.8 meter 3.0 meter. Corrugated Profile sheet Thickness: 0.40 mm to 0.70 mm.
Galvanized C Channel Thickness: 40 mm x 40 mm x 40 mm x 1.2 mm to 2.0 mm. Both end pipe 42.00 mm OD Thickness:
minimum thickness of 1.2 mm to 2.0 mm. Back Support 1.6 meter to 2.0 meter. Length with concrete block of heavy weight
600 mm X 400 mm X 200 mm
Subject to Customer requirement, site condition & wind pressure.

Page -21
GMI-Continues Fence Type -B
The Continuous Temporary Boundary hoarding fencing panel can be fabricated subject our customers of Ghosh
Metal Industries LLC, and the Standard Approved Construction site fence are available in our factory 2 meter x 2
meter and the mount height of the fencing panel for construction boundary site parameter hording 2.2 meter / 2.4
meter / 2.8 meter 3.0 meter. Corrugated Profile sheet Thickness: 0.40 mm to 0.70 mm.
Galvanized C Channel Thickness: 40 mm x 40 mm x 40 mm x 1.2 mm to 2.0 mm.
Both end pipe 42.00 mm OD Thickness: minimum thickness of 1.2 mm to 2.0 mm.
Back Support 1.6 meter to 2.0 meter. Length with concrete block of heavy weight 600 mm X 400 mm X 200 mm
Subject to Customer requirement, site condition & wind pressure.

Page -22
Chain Link Fencing Type-A

These fences can be installed at tennis court, track and field, recreation ground, commercial property, children
playgrounds, football fields, basketball court, garden fencing, industrial general safety and security. There are
various types of fences, it all depends on the intended purpose and security level.

Page -23
 Chain Link Fencing Type-B

These high security fences are used for installation at army and defense area, military sites, inflammable
manufacturing units area, jail premises, protective and secure site, Airports fencing, Prisons fencing, Oil Depots
fencing, Seaport, Gas Pipelines fencing, Oil & Gas security fences

Page -24
 Chain Link Fencing Type-C

These high security fences are used for installation at army and defense area, military sites, inflammable
manufacturing units area, jail premises, protective and secure site, Airports fencing, Prisons fencing, Oil Depots
fencing, Seaport, Gas Pipelines fencing, Oil & Gas security

Page -25
GMI Slotted Chanel

Slotted 41x41x2.5 thk. (Mass 2.47kg/m)

Ultimate Loading Limit Def. Span/200 Limit Def. Span/360

Beam Span (mm) Total Applied Load (kg) Total Def. Applied UDL (kg) Total Def. Applied UDL (kg) Total Def.
(mm) (mm) (mm)

250 1604.1 0.3

500 801.2 1.0
750 533.2 2.3 483.6 2.1
1000 399.0 4.1 270.6 2.8
1250 318.2 6.4 311.5 6.3 171.7 3.5
1500 264.2 9.2 214.8 7.5 117.7 4.2
1750 225.5 12.5 156.2 8.8 84.9 4.9
2000 196.3 16.4 118.0 10.0 63.3 5.6
2250 173.4 20.7 91.5 11.3 48.4 6.3
2500 155.1 25.6 72.5 12.5 37.5 6.9
2750 139.9 31.0 58.2 13.8 29.3 7.6
3000 127.2 37.0 47.2 15.0 22.9 8.3
3250 116.4 43.4 38.5 16.3 17.8 9.0
3500 107.1 50.5 31.5 17.5 13.7 9.7
3750 98.9 58.0 25.7 18.8 10.2 10.4
4000 91.7 66.1 20.9 20.0 7.2 11.1
4250 85.2 74.7 16.7 21.3 4.6 11.8
4500 79.4 83.9 13.2 22.5 2.4 12.5
4750 74.2 93.7 10.1 23.8 0.4 13.2
5000 69.4 104.0 7.3 25.0
5250 65.1 114.8 4.9 26.3
5500 61.1 126.3 2.7 27.5
5750 57.4 138.3 0.7 28.8
6000 53.9 151.0

1800 160

1600
140

1400
120

1200
100

1000

80

800

60
600

40
400

20
200

0 0
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000
Span (mm)

Page -26
 Ultimate Loading Limit Def. Span/200 Limit Def. Span/360
Beam Span (mm) Central Pt Load (kg) Total Def. Central Pt Load (kg) Total Def. Central Pt Load (kg) Total Def.
(mm) (mm) (mm)
250 802.0 0.2
500 400.6 0.8
750 266.6 1.8
1000 199.5 3.3 169.1 2.8
1250 159.1 5.1 107.3 3.5
1500 132.1 7.4 134.2 7.5 73.5 4.2
1750 112.7 10.1 97.6 8.8 53.0 4.9
2000 98.1 13.2 73.7 10.0 39.6 5.6
2250 86.7 16.7 57.2 11.3 30.2 6.3
2500 77.5 20.7 45.3 12.5 23.5 6.9
2750 70.0 25.1 36.4 13.8 18.3 7.6
3000 63.6 30.0 29.5 15.0 14.3 8.3
3250 58.2 35.3 24.1 16.3 11.1 9.0
3500 53.5 41.1 19.7 17.5 8.5 9.7
3750 49.4 47.4 16.1 18.8 6.4 10.4
4000 45.8 54.2 13.0 20.0 4.5 11.1
4250 42.6 61.4 10.5 21.3 2.9 11.8
4500 39.7 69.2 8.2 22.5 1.5 12.5
4750 37.1 77.5 6.3 23.8 0.2 13.2
5000 34.7 86.3 4.6 25.0
5250 32.5 95.7 3.1 26.3
5500 30.5 105.6 1.7 27.5
5750 28.7 116.2 0.4 28.8
6000 27.0 127.3
GMI Slotted Chanel

Slotted 41x21x2.5 thk. (Mass 1.67kg/m)

Ultimate Loading Limit Def. Span/200 Limit Def. Span/360

Beam Span (mm) Total Applied Load (kg) Total Def. Applied UDL (kg) Total Def. Applied UDL (kg) Total Def.
(mm) (mm) (mm)
250 500.4 0.5
500 249.7 2.0 174.3 1.4
750 165.8 4.5 138.9 3.8 76.6 2.1

1000 123.7 8.0 77.2 5.0 42.1 2.8

1250 98.3 12.4 48.4 6.3 25.9 3.5

1500 81.3 17.9 32.5 7.5 17.0 4.2

1750 69.0 24.4 22.8 8.8 11.4 4.9
2000 59.7 32.0 16.4 10.0 7.6 5.6
2250 52.4 40.5 11.8 11.3 4.9 6.3
2500 46.4 50.2 8.4 12.5 2.8 6.9
2750 41.5 60.8 5.8 13.8 1.2 7.6
3000 37.3 72.5 3.7 15.0
3250 33.8 85.4 2.0 16.3
3500 30.6 99.3 0.6 17.5
3750 27.9 114.3
4000 25.4 130.5
4250 23.2 147.8
4500 21.2 166.3
4750 19.4 185.9
5000 17.7 206.8
5250 16.2 229.0
5500 14.7 252.4
5750 13.4 277.1
6000 12.1 303.1

600 350

300
500

250
400

200

300

150

200
100

100
50

0 0
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000
Span (mm)

Page -27
 Ultimate Loading Limit Def. Span/200 Limit Def. Span/360

Beam Span (mm) Central Pt Load (kg) Total Def. Central Pt Load (kg) Total Def. Central Pt Load (kg) Total Def.
(mm) (mm) (mm)
250 250.2 0.4
500 124.8 1.6 109.0 1.4
750 82.9 3.6 47.9 2.1
1000 61.9 6.4 48.2 5.0 26.3 2.8
1250 49.2 10.0 30.2 6.3 16.2 3.5
1500 40.6 14.5 20.3 7.5 10.6 4.2
1750 34.5 19.8 14.3 8.8 7.1 4.9
2000 29.8 25.9 10.2 10.0 4.8 5.6
2250 26.2 33.0 7.4 11.3 3.1 6.3
2500 23.2 41.0 5.3 12.5 1.8 6.9
2750 20.8 49.9 3.6 13.8 0.7 7.6
3000 18.7 59.8 2.3 15.0
3250 16.9 70.7 1.3 16.3
3500 15.3 82.6 0.4 17.5
3750 13.9 95.6
4000 12.7 109.8
4250 11.6 125.1
4500 10.6 141.7
4750 9.7 159.6
5000 8.9 178.7
5250 8.1 199.3
5500 7.4 221.3
5750 6.7 244.9
6000 6.0 270.0
 GMI Slotted Chanel

Slotted 41x41x2.5 thk. (Mass 2.47kg/m)

Ultimate Loading Limit Def. Span/200 Limit Def. Span/360

Beam Span Total Applied Total Def. Applied UDL Total Def. Applied UDL Total Def.
(mm) Load (kg) (mm) (kg) (mm) (kg) (mm)

250 1604.1 0.3

500 801.2 1.0
750 533.2 2.3 483.6 2.1
1000 399.0 4.1 270.6 2.8
1250 318.2 6.4 311.5 6.3 171.7 3.5
1500 264.2 9.2 214.8 7.5 117.7 4.2
1750 225.5 12.5 156.2 8.8 84.9 4.9
2000 196.3 16.4 118.0 10.0 63.3 5.6
2250 173.4 20.7 91.5 11.3 48.4 6.3
2500 155.1 25.6 72.5 12.5 37.5 6.9
2750 139.9 31.0 58.2 13.8 29.3 7.6
3000 127.2 37.0 47.2 15.0 22.9 8.3
3250 116.4 43.4 38.5 16.3 17.8 9.0
3500 107.1 50.5 31.5 17.5 13.7 9.7
3750 98.9 58.0 25.7 18.8 10.2 10.4
4000 91.7 66.1 20.9 20.0 7.2 11.1
4250 85.2 74.7 16.7 21.3 4.6 11.8
4500 79.4 83.9 13.2 22.5 2.4 12.5
4750 74.2 93.7 10.1 23.8 0.4 13.2
5000 69.4 104.0 7.3 25.0
5250 65.1 114.8 4.9 26.3
5500 61.1 126.3 2.7 27.5
5750 57.4 138.3 0.7 28.8
6000 53.9 151.0

Load, Span & Deflection Graph

1800 160

1600
140

1400
120

1200
100

1000

80

800

60
600

40
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20
200

0 0
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000
 Slotted 41x41x2.5 thk. (Mass 2.47kg/m)
Ultimate Loading Limit Def. Span/200 Limit Def. Span/360

Beam Span Central Pt Total Def. Central Pt Total Def. Central Pt Total Def.
(mm) Load (kg) (mm) Load (kg) (mm) Load (kg) (mm)

250 802.0 0.2

500 400.6 0.8

750 266.6 1.8

1000 199.5 3.3 169.1 2.8

1250 159.1 5.1 107.3 3.5

1500 132.1 7.4 134.2 7.5 73.5 4.2

1750 112.7 10.1 97.6 8.8 53.0 4.9
2000 98.1 13.2 73.7 10.0 39.6 5.6
2250 86.7 16.7 57.2 11.3 30.2 6.3
2500 77.5 20.7 45.3 12.5 23.5 6.9
2750 70.0 25.1 36.4 13.8 18.3 7.6
3000 63.6 30.0 29.5 15.0 14.3 8.3
3250 58.2 35.3 24.1 16.3 11.1 9.0
3500 53.5 41.1 19.7 17.5 8.5 9.7
3750 49.4 47.4 16.1 18.8 6.4 10.4
4000 45.8 54.2 13.0 20.0 4.5 11.1
4250 42.6 61.4 10.5 21.3 2.9 11.8
4500 39.7 69.2 8.2 22.5 1.5 12.5
4750 37.1 77.5 6.3 23.8 0.2 13.2
5000 34.7 86.3 4.6 25.0

5250 32.5 95.7 3.1 26.3

5500 30.5 105.6 1.7 27.5

5750 28.7 116.2 0.4 28.8

6000 27.0 127.3

Load, Span & Deflection Graph

900 140

800
120

700

100
600

80
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400
60

300
40

200

20
100

0 0
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000
 41 mm

Slotted 41x41x2.5 thk. (Mass 2.47kg/m)

Ultimate Loading Limit Def. Span/20 Limit Def Span/360L.

Beam Span Total Applied Total Def. Applied UDI- (mm) Total Def. Applied UDI- (mm) Total Def.
(mm) Load (kg) (mm) (mm) (mm)

250 1604.1 0.3

500 801.2 1.0
750 533.2 2.3 483.6 2.1
1000 399.0 4.1 270.6 2.8
1250 318.2 6.4 31 1.5 6.3 171.7 3.5
1500 264.2 9.2 214.8 7.5 1 17.7 4.2
1750 225.5 12.5 156.2 8.8 84.9 4.9
2000 196.3 16.4 1 18.0 10.0 63.3 5.6
2250 173.4 20.7 91.5 1 1.3 48.4 6.3
2500 155.1 25.6 72.5 12.5 37.5 6.9
2750 139.9 31.0 58.2 13.8 29.3 7.6
3000 127.2 37.0 47.2 15.0 22.9 8.3
3250 1 16.4 43.4 38.5 16.3 17.8 9.0
3500 107.1 50.5 31.5 17.5 13.7 9.7
3750 98.9 58.0 25.7 18.8 10.2 10.4
4000 91.7 66.1 20.9 20.0 7.2 1 1.1
4250 85.2 74.7 16.7 21.3 4.6 1 1.8
4500 79.4 83.9 13.2 22.5 2.4 12.5
4750 74.2 93.70 10.1 23.80 0.4 13.2
5000 69.4 104.0 7.3 25.0
5250 65.1 114.8 4.9 26.3
5500 61 .1 126.3 2.7 27.5
5750 57.4 138.3 0.70 28.80
6000 53.9 151.0

Load, Span & Deflection Graph

1800 160

1600
140

1400
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1200
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1000

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60
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40
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20
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0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000
 GI Lintel – Data Sheet & Product Range
Product Range: GI Lintel (U Shape) - Section
Properties

Steel Lintel is used to replace conventional casting of concerts lintels over door openings. Light weight lintels
are manufacturing using steel of galvanized coating type Z275 for anticorrosion. It complies with the
requirements and conform to BS EN 10142:1991. ASTM-A525/JIS.G3302

GI Lintel (U Type) – 1

Lintel Ref . FBL/103

No
Lengths (L) 900-1200 1300-1500 1600-1800 1900-2100 2200-2400

Height (H) 50 75 50 75 50 75 50 75 50 75

Material 2 3 4 4 2 3 4 4 2 3 4 4 2 3 4 4 2 3 4 4
Thickness

Safe 0.55 0.93 1.24 1.70 0.42 0.60 0.68 1.28 0.40 0.50 1.04 0.36 0.92 0.27 0.70
Distributed
Loading
(Tones)
Total Width 103 103 103 103 103
(W)
Lintel Brackets A=100 B=150 C=150 D=5

No.& Diameter of Anchor 3M8 x 80

GI Lintel (U Type) – 2

Page -28
 Lintel Ref . FBL/153
No

Lengths (L) 900-1200 1300-1500 1600-1800 1900-2100 2200-2400

Height (H) 50 75 50 75 50 75 50 75 50 75

Material 2 3 4 4 2 3 4 4 2 3 4 4 2 3 4 4 2 3 4 4
Thickness

Safe 0.48 0.88 1.32 1.70 0.37 0.60 0.71 1.28 0.44 0.58 1.04 0.40 0.92 0.31 0.70
Distributed
Loading
(Tones)
Total Width 153 153 153 153 153
(W)
Lintel Brackets A=150 B=150 C=150 D=5

No.& Diameter of Anchor 4M8 x 80

GI Lintel (U Type) – 3

Lintel Ref FBL/203

. No
Lengths (L) 900-1200 1300-1500 1600-1800 1900-2100 2200-2400

Height (H) 50 75 50 75 50 75 50 75 50 75

Material 2 3 4 4 2 3 4 4 2 3 4 4 2 3 4 4 2 3 4 4
Thickness

Safe 0.62 0.89 1.27 1.70 0.48 0.60 0.72 1.28 0.44 0.59 1.04 0.40 0.92 0.32 0.70
Distributed
Loading
(Tones)

Total Width 203 203 203 203 203

(W)

Lintel Brackets A=200 B=150 C=200 D=6

No.& Diameter of Anchor 3M10 x 80

Page -29
GMI - Perforated Sheet
GMI produces the GI Perforated sheet with perforation on 3mm Hole 5 MM pitch & 5mm Hole &
10 MM Pitch5 mm with for the GI Sheet with thickness of 0.60, 0.7mm,0.90,1mm

2440 MM

1220 MM
Steel Fabrication Facility:
Shearing/Cutting Machine enables us to cut the metal sheet upto thickness of 3mm to any width
size ranging from 20-1000mm.
Bending Machine enables us to bend the metal sheet to any angle upto 15-320o as per
requirement of the specific fabrication and flashing for Roofing system and for C and U channels
formation.

Cold Rolled Steel Coil & Sheet

Our Cold Rolled Steel Coils Sheet is readily available with

Globe Metals – Dubai Thickness: 0.60 mm to 1.5 mm,
Width: 20 mm to 1220 mm, Coil / Sheet subject to customer choice
confirming grade JIS G3141 SPCC, SPCD, SPEC.

Page -30
Prime Galvanized Steel Coil & Sheet
Hot Dipped Galvanized steel sheet/coil, alloy galvanized sheet/coil, pre coated galvanized sheet/ coil.
Standard: ASTM BS DIN JIS GB. Grade: SGCC, SGCH, SGCE, SPCG, DB51D, Thickness: 0.30 mm to 2.5
mm, Width: 12 mm to 1500 mm, Coil ID: 508 mm to 610 mm, Coil Wt. Up to 12 MT, Zinc Coating: 120
GSM to 280 GSM, Customization: As per our customer needs, Lock forming quality, Regular Spangle,
Minimum spangle, Zero spangle.

Prime Pre-Painted Galvanized Steel Coil & Sheet

Pre Painted Galvanized Steel Coils Quality Manufacturing in Dubai, UAE.

Thickness: from 0.30 mm to 1.52 mm, Width: 20 mm to 1500 mm, Customization: As per our
customer needs, Coils / Sheet are confirming to Grade ASTM A653, Zinc: 120 to Zinc 275 GSM, Top:
Coat 5+ 20 Micron and Bottom Coat 5 to 7 Micron with warranty for 15 years., Use of our Pre
Painted Galvanized Steel Coils in Rolling for Profile sheet, Sandwich Panel, Boundary fencing,
Hoarding, Wall, construction fence etc.

K-Span Steel Coil for 120 and 240 UBM Machine

Pre Painted Galvanized (PPGI), K Span Steel

Coils. PRIME PPGI as per DX51 or JIS G3302 SGCC,Z-275(Zn coating 275 GSM)/ G-90, Tensile
strength - 450 Mpa / Grade 50.
Raw Materials import from India, Korea / Taiwan. Best to Use in 120 MIC and 240 MIC
Machine/ Color as per customer choice

Prime Pre-Painted and Mill Finish Aluminum Coil & Sheet

Ghosh Metal is the strong importer, Stockiest and Supplier of Mill Finish Aluminum Sheet Coil in Dubai,
Qatar, Oman of Origin India make Hindalco. Aluminum Coils stocks are readily available with us.
Alloy 1050, Alloy 1100, Alloy 3105, Alloy 3300 with Temper H14, H16, Thickness: 0.40 mm to 2.5 mm.
Width: 20 mm to 1500 mm, Coil ID 508 mm, Weight: 2.5 MT Max

Globe Metal & Power FZE (AJMAN, UAE)

Power Division (Supply and manufacturing of Water Chillers, Swimming pool heat pumps &


Domestic Water Coolers)

Page -31
Contact Details :

GHOSH METAL INDUSTRIES

P.O. BOX 23643 , Ajman UAE
Tel : +971 6 740 5730 Fax : +971 6 740 5740
Mobile : +971 55 325 8409
Email : parimal@ghoshgroups.com
web: www.ghoshgroups.com

For Location :

Page -32