RHINO GRATING The Professional Choice

UnIqUe I bar ProdUCt I bar or Grating The bearing bar comes in the form of an I-Section. This type of grating is used where high strength is required...

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RHIN O G R ATING

The Professional Choice

www.rhino-grating.com.au

s t a n d ard flat ba r Product range designed for the International Market Our manufacturing factory boasts an extensive product range with a simplified key range of options packaged specifically for the International Market. RHINO GRATING product groups: • Load bar centres: 30mm load bar centres for high foot traffic. 40mm load bar centres for low foot traffic.

Long-term cost savings Multi-purpose utility and diversity in application are some of the best attributes a product can offer, and the RHINO GRATING products certainly offer these. Grating has many uses – not only in industry as walkway flooring but also as screens, drain covers and stairways. Better still, RHINO GRATING is unique!

Important Please note: We can supply 60mm centres but this size does not meet AS/NZ standards for elevated platforms.

Please note: Load bar sizes range from 20mm to 100mm depth. Load bars are available in both Flat Bar and I Bar

Construction of Platform Grating

Pitch of Cross Bar

Pitch of Bearing Bar

The centre distance between two cross bars adjacent to each other is called pitch of cross bar. Standard pitch is 100mm.

The centre distance between two bearing bars adjacent to each other is called pitch of bearing bar. Standard pitch is 30mm (Series 1), 40mm (Series 2).

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U n i q u e I bar product I Bar or Grating The bearing bar comes in the form of an I-Section. This type of grating is used where high strength is required and light weight is critical. Commonly used for platforms and walkways. Similar to a steel ‘I Beam’ where the strength is in the flanges, the bar profile gives around 25% weight reduction while retaining strength. This design saves not only weight, but also material cost and galvanizing cost. Savings are also made in the design of the supporting structure for the grate, as the product is so much lighter and stress is reduced.

Please note: Load bar sizes range from 20mm to 100mm depth. Load bars are available in both Flat Bar and I Bar

Serrated Type I Bar Grating The bearing bar comes in the form of an I-Section with the top surface formed by a series of notches. In addition to its high strength and light weight, this type of grating also has non-slip characteristics. Serrations are rolled on to meet strict health and safety requirements and contain sharp edges. Hot rolled serrations helps stop lacerations if someone falls on the grating.

Sydney Tower Tourist Walk

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H o w t o orde r rhino gr a ting Stock Panels ready to use off the shelf

Container Loading Dock

We carry a full range of off the shelf stock panel sizes. All panels are 5.8 x 1m (Nominal) sizes range from 20mm load bar to 75mm load bar and come in both series I and series II. Please contact us for sizes and availability of the quantity you require. We also stock pregalvanised sheets of the more common range.

Made to order Rhino Grating provides tailored solutions to meet your construction requirements.

Platform Top View

What we require from the client: • Type of load bar required • L oad bar centres (ie. 30mm, 40mm) • Load bar directions • Cutouts fully dimensioned • Kick plate detail if any • Clip requirements

As Drawn

2917

100 100

152

117 290

100 435

115 100 152

340 53 117 290

100

100 100

934 100

290 680 100 100

840

575

232

100 907 575 232 117 340 290

995 100 181

53 907 117 340 290 10 53 100

100 100

100 100

290 100

10 65 100

290

65

90793 1093

10

575

907 1093

995 100 210 435 10

93

995 840 290 995 680 181 210 435

As Detailed

4

53

907 93 1093

181

100

435 2917

907 1093

934

181

340 93

115

575

232

232

100

i n t e r n ational standards gua r a nteed When quality is the cornerstone of all operations, standards must follow international benchmarks. Supplied throughout Australasia RHINO GRATING is made to international standards AS1657-1992 Fixed platforms, walkways, stairways and ladders and the factory is accredited to ISO 9001:2000.

The ISO 9001:2000 is an international quality management system involving external audits and stringent quality management criteria. Our factory has high manufacturing tolerances. This is shown in the unique vertical alignment of the load bars resulting in a stronger,

better-looking product for our customers. The standard applicable for galvanising is AS/NZS 4680 – Hot Dip Galvanized (zinc) coatings on fabricated ferrous articles.

m a n u facturing to l er a nces Length 6mm

Bearing Bar Alignment and Spacing

D1=D 6mm

W and W1 are overall lengths of cross bars at opposite ends of panel.

9 Maximum

W1=W 6mm

Width(W) 6mm

D

Bearing Bars 1/200 of Length

Bearing Bars

9 Maximum

D and D1 are overall diagonal dimensions

Transverse Bow

Longitudinal Bow

Standard Manufacturing 1. P anels supplied as standard panel width 2. N on-standard widths taken to nearest load bars 3. C ut outs are taken to the nearest load bars 4. C ircular cuts under 200mm produced as square Cross Bar Location and Bearing Bar Projection

Coal Conveyor

1mm in 10mm

1.5mm

3mm

10mm 1mm

5

FR P Moulded FRP Grating

3660 30

1220

30

Fibre Reinforced Plastic (FRP) gratings are widely used as trench covers, grills, flooring, platforms, ramps, pit covers, tower packing supports, walkways, stairs, battery racks, screens, bridges, railings, machinery guards, wash racks, etc. in the industries of chemical, petroleum, electronics, paper, printing & dyeing, water treatment, pollution control, offshore, power, brewing, etc.

Full size off shelf panel

• S heet sizes are 1220 x 3660; mm 1220 x 2440 • L ocal quick cut to order or standard stock panels • 14mm Depth • 25mm Depth • 38mm Depth • 50mm Depth • A vailable in both isophthalic or vinylester resin • Anti slip grit top standard • M ini mesh 19 x 19 / 38 x 38 sheet size 1220 x 2440

Sewage Treatment Plant

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Load and Deflection Table FRP This table is theoretical and is based on uniformly distributed load of 300kg/m² (3kPa)

Span (mm)

Product Code

Load Bar (mm)

Bar Centres (mm)

Mass kg/m 2

D = mm Deflection

600

750

900

1050

1200

FRP25

25 x 6

38 x 38

12.1

D

1.3

3.1

7.6

13.1

18.6

FRP38

38 x 6

38 x 38

18.6

D

0.3

1.1

2.1

3.8

5.6

FRP50

50 x 6

50 x 50

23.7

D

0.548 0.875 3.645 3.937



FRP14 Roof

14 x 6

38 x 38

6.5

D

4.57



FRP MiniMesh

38 x 6

19 x 19

23.5

D

0.178 1.204 1.249 1.643 2.246







Note: For uniformly distributed load other than 300kg/m2 (3kPA) grating deflection can be calculated using the factor shown in the following table.

Stress and Deflection Factor Uniform Load kg/m 2

200

250

300

400

500

Factor (i)

0.67

0.83

1.00

1.33

1.67

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St a i r tre ads Made to Order

Stock Tread Serrated RG255/30/100SEFB

FRP Tread lengths with nosing 38 x 38 310 wide x 3660 or cut to length

Length (mm)

Made to Order Stair Treads or Off the Shelf Stair Treads

Width (mm)

Bolted or Welded

Checker plate nosing

Grating 25x5

600

275

305

4

4

4

650

275

305

4

4

4

700

275

305

4

4

4

750

275

305

4

4

4

800

275

305

4

4

4

Stock Tread Serrated RG325/30/100SEFB

Rhino Grating has a range of off the shelf stair treads. This saves time and cost.

850

275

305

4

4

4

900

275

305

4

4

4

950

275

305

4

4

4

1050

275

305

4

4

4

Length 50~100

100

+0 –3

100

25 X 3

25 X 5

32 X 5

40 X 5

SERIES I 30mm

550

SERIES II 40mm

450

900

1300

1600

750

1200

1500

S TAIRTREADS, THE GRATING SIZE MUST BE NOMINATED.

8

30 Pitch

RECOMMENDED MAX. SPANS FOR GRATING PATTERNS LOAD BAR SIZE

Grating 32x5

Bearing Bar

Cross Bar Nosing (checkered or nonslip plate)

A W a lk way sy ste m

FLANGES

TYPE ‘AM’

90° BENDS

TYPE ‘W’

HANDRAIL BENDS ANGLE CLOSURE BEND

TYPE ‘P’ D.O.S.O TYPE ‘SAR’ TYPE ‘SO’ TYPE ‘S’

RHiNO GRATING RHiNO GRATING

STAIR TREAD

FLOOR GRATING

Pohokura Oil Platform

9

St a n d ard Stan chio ns C Cored

P Platform

W Welded

S Side

460

S Side

IG In Ground

460

1020

560

560

635

75

150

600

STANDARD BASE PLATE

TOP OF STEEL (BEFORE GRID)

560

Please Note: • All dimensions around centre lines. • All dimensions in mm • A ll dimensions shown may vary to suit requirements • A ll stanchions available drilled one side only (D.O.S.O.) • 3 2Nb 42.4mm top rail & 25Nb 33.8mm mid rail

Fully fabricated hand rail modules with and without kickplates made to specification - hot dip galvanized and or painted with 2 pack process.

10

AM

SC Side Conveyor

SC Side Conveyor

SO Side Offset

P UNI Corner Post

460

1020

485

505

55

505

560

55 75

Manufactured to AS1657-1992

115

BEFORE ORDERING: Check suitability of this dimension to match adjoining horizontal rail and adjust if necessary.

Special sizes and types Rhino make 3 ball stanchions and specials made to clients order specifications. Please contact us for full drawings and details.

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St a i r tre ads Closure and Rail Bends 300 130

End Closure Bends

Standard Base Plates

• 3-HCB-GA

• 2-SBP-UT

AM Base Plates

177

460

R 140

• 2-ABP-UT

Corner Base Plates

R 140 100

• 2-CBP-UT

NB 32 (3.2 mm Wall Thk)

Angle Rail Bends

Angle Closure Bends to suit AM Stanchions 44

• 3 -ARB32NB or 25NB 38° 41° 44°

• 3-ACB-44-GA

R 140

R 140 300

NB 32 (3.2 mm Wall Thk)

OR NOMINATED

• 3-KPB-GA

40

R 140

50 90

HAND RAIL NB32 (3.2 mm Wall Thk)

Material: Angle 40x40x3 Finish: Hot dip galvanised

300

Important note: A minimum of four clips per panel must be used to restrain floor panels. Where larger panels are to be fixed, it is advisable to use extra clips on any available intermediate supports.

R 140

2. Fixing Clip

Recommended for all permanently installed gratings, and for gratings that are to be removed only at infrequent intervals.

This can be secured quickly and safely by one man, working from the floor surface. Available in Boxes of 50

Field Welding

3-50CLIP-GA

12

OR NOMINATED

KNEE RAIL NB25 (2.7 mm Wall Thk)

1. Field welding

Top Rail Bends • 3-RB32NB-GA

300

20

300

300

Kickplate Bracket

2- 15

Knee Rail Bends • 3-RB25NB-GA

Lo a d i n g table s Light and medium duty (maximum recommended spans) Load Bar Size

Maintenance floors No public use

Pedestrian traffic Public, residential and light use

Pedestrian traffic Public, commercial and crowd use

2.5Kpa Deflection = 5mm

3.0Kpa Deflection = 5mm

4.0Kpa Deflection = 5mm

Series 1 - 30mm

Series 2 - 40mm

Series 1 - 30mm

Series 2 - 40mm

Series 1 - 30mm

Series 2 - 40mm

RG 253

1410

1310

1350

1250

1250

1170

RG 323

1700

1580

1620

1510

1510

1400

RG 255

1590

1480

1520

1420

1420

1320

RG 3253

1910

1780

1820

1700

1700

1580

RG 4453

2420

2250

2310

2150

2150

2000

RG 5053

Not Applicable

Not Applicable

Not Applicable

RG 6574

Not Applicable

Not Applicable

Not Applicable

RG 7574

Not Applicable

Not Applicable

Not Applicable

Heavy Duty (maximum recommended spans) Load Bar Size

General factories and workshops, motor rooms, wheel trolleys

General heavy loading areas, boiler equipment, heavy equipment areas

5Kpa Deflection = 5mm

7.5Kpa Deflection = 5mm

Deflection = 5mm Series 1 - 30mm

Series 2 - 40mm

Deflection = 10mm Series 1 - 30mm

Series 2 - 40mm

Deflection = 5mm Series 1 - 30mm

Series 2 - 40mm

Deflection = 10mm Series 1 - 30mm

RG 253

Not Applicable

Not Applicable

RG 323

Not Applicable

Not Applicable

Series 2 - 40mm

RG 255

1340

1250

1590

1480

1210

1130

1440

1340

RG 3253

1610

1500

1910

1780

1450

1350

1730

1610

RG 4453

2040

1890

2420

2250

1840

1710

2190

2040

RG 5053

2220

2070

2650

2460

2010

1870

2390

2230

RG 6574

2940

2730

3500

3250

2650

2470

3160

2940

RG 7574

3260

3040

3890

3620

2950

2750

3510

3270

Pohokura Oil Platform

13

14

22.8

31.1

36.2

28.4

37.8

45.5

43.9

50.1

55

79.1

25x3

25x5x3

25x5

32x3

32x5x3

32x5

38x5x3

44x5x3

50x5x3

50x7x4

RG 253/30/FB

RG 2553/30/IB

RG 255/30/FB

RG 323/30/FB

RG 3253/30/IB

RG325/30/FB

RG 3853/30/IB

RG 4453/30/IB

RG 5053/30/IB

RG 5074/35.3/IB

75x7x4

65x7x4

60x7x4

114.2

99.6

92.8

1.21

1.30

1.20

1.16

1.25

1.15

1.20

1.16

1.12

0.82

0.88

0.91

0.84

0.91

0.87

0.89

0.92

D

0.88

S

Serrated Bar Factors

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

600

2.19 0.38 1.36 0.24 1.42 0.20 0.94 0.13 0.89 0.12 0.88 0.10 0.59 0.07 0.56 0.06 0.43 0.04 0.33 0.03 0.27 0.02 0.20 0.01 0.17 0.01 0.14 0.01 0.13 0.01 0.10 0.005

Span (mm) 750

3.43 0.94 2.13 0.58 2.22 0.49 1.47 0.32 1.39 0.30 1.38 0.24 0.93 0.16 0.87 0.15 0.67 0.10 0.51 0.06 0.41 0.05 0.32 0.03 0.27 0.03 0.23 0.02 0.20 0.02 0.16 0.01

900

4.94 1.95 3.06 1.21 3.20 1.01 2.12 0.67 2.00 0.63 1.99 0.49 1.34 0.33 1.25 0.31 0.97 0.20 0.74 0.13 0.60 0.09 0.46 0.07 0.39 0.06 0.33 0.04 0.28 0.03 0.23 0.02

6.72 3.60 4.17 2.23 4.36 1.87 2.88 1.24 2.72 1.17 2.70 0.91 1.82 0.61 1.71 0.57 1.32 0.37 1.01 0.25 0.81 0.17 0.62 0.13 0.53 0.10 0.44 0.08 0.39 0.06 0.31 0.04

1050

8.78 6.15 5.44 3.81 5.69 3.19 3.77 2.11 3.56 1.99 3.53 1.55 2.38 1.04 2.23 0.98 1.73 0.64 1.32 0.42 1.06 0.30 0.81 0.23 0.69 0.18 0.58 0.13 0.50 0.11 0.40 0.07

1200

6.89 6.11 7.20 5.11 4.77 3.38 4.50 3.19 4.47 2.48 3.01 1.67 2.82 1.56 2.19 1.02 1.67 0.67 1.34 0.48 1.03 0.36 0.87 0.28 0.73 0.22 0.64 0.18 0.51 0.12

1350

8.89 7.78 5.89 5.15 5.56 4.86 5.52 3.78 3.72 2.54 3.48 2.38 2.70 1.55 2.06 1.02 1.66 0.73 1.27 0.56 1.08 0.43 0.90 0.33 0.79 0.27 0.63 0.18

1500

0.83

1

1.33

1.67

2.5

Deflection (D) = 2.54 x 1.67 = 4.24mm

2

Span: 1500mm

Grating Code: RG 3253/30 0.67

Stress (S) = 3.72 x 1.67 = 6.21kg/m

2

Factor (i)

750

6.67 10.74 5.37 7.61 4.11 5.83 3.49 4.49 2.93 3.46 2.55 2.83 2.03 1.91

2700

Allowable Stress: 18kg/m (180MPa)

500

5.95 8.55 4.79 6.06 3.66 4.64 3.11 3.57 2.61 2.75 2.28 2.25 1.81 1.52

2550

Allowable Deflection: L(Span)/300mm

400

6.91 10.19 5.27 6.71 4.24 4.75 3.25 3.64 2.75 2.81 2.31 2.16 2.02 1.77 1.60 1.20

2400

Sample Calculation 300

6.07 7.87 4.63 5.18 3.73 3.67 2.85 2.81 2.42 2.17 2.03 1.67 1.77 1.36 1.41 0.92

2250

Uniform Load: 500kg/m2 (5kPa) → factor (i) of 1.67

250

7.29 9.77 6.83 9.15 5.29 5.97 4.03 3.93 3.25 2.79 2.49 2.13 2.11 1.64 1.77 1.27 1.55 1.04 1.23 0.70

2100

Uniform Load kg/m2

6.28 7.26 5.89 6.81 4.56 4.44 3.48 2.92 2.80 2.07 2.14 1.59 1.82 1.22 1.53 0.94 1.33 0.77 1.06 0.52

1950

Stress and Deflection Factor

8.48 10.69 8.00 10.08 7.95 7.83 5.35 5.27 5.02 4.94 3.89 3.22 2.96 2.12 2.39 1.50 1.83 1.15 1.55 0.89 1.30 0.68 1.14 0.56 0.90 0.38

1800

S = Stress in kg/m2 200

7.12 7.55 6.72 7.12 6.68 5.53 4.50 3.72 4.22 3.49 3.27 2.28 2.49 1.50 2.01 1.06 1.53 0.81 1.30 0.63 1.09 0.48 0.95 0.39 0.76 0.27

1650

D = Deflection in mm

2 ● For uniformly distributed loads other than 300kg/m (3kPa) grating stress and deflection can be calculated using the factor shown in the following table.

● The shaded area of the table indicates grating with deflection less than span/300mm. ● If serrated bar grating is selected, use the factors S and D to calculate stress and deflection.

35.3 Pitch

RG7574/35.3/IB

35.3 Pitch

RG 6574/35.3/IB

35.3 Pitch

RG 6074/35.3/IB

35.3 Pitch

RG 5574/35.3/IB

85.8

29.5

20x5

RG 205/30/FB

55x7x4

18.8

20x3

RG 203/30/FB

35.3 Pitch

kg/m2

Load Bar Size (mm)

Grating Code

This table is theoretical and is based on uniformly distributed load of 300 kg/m2 (3kPa)

LOAD AND DEFLECTION TABLE - SERIES I (LOAD BAR PITCH 30MM)

7.43 13.34 5.98 9.45 4.58 7.23 3.88 5.58 3.26 4.29 2.85 3.51 2.26 2.38

2850

6.63 11.61 5.07 8.88 4.30 6.85 3.61 5.27 3.15 4.31 2.50 2.92

3000

Lo a d Charts Se ries I 30mm centr es

14.6

22.5

17.5

24.9

27.4

21.7

30.1

34.2

34.9

39.7

43.5

61.5

66.6

72.1

77.4

88.6

20x3

20x5

25x3

25x5x3

25x5

32x3

32x5x3

32x5

38x5x3

44x5x3

50x5x3

50x7x4

55x7x4

60x7x4

65x7x4

75x7x4

RG 203/40/FB

RG 205/40/FB

RG 253/40/FB

RG 2553/40/IB

RG 255/40/FB

RG 323/40/FB

RG 3253/40/IB

RG325/40/FB

RG 3853/40/IB

RG 4453/40/IB

RG 5053/40/IB

RG 5074/40/IB

RG 5574/40/IB

RG 6074/40/IB

RG 6574/40/IB

RG7574/40/IB

1.21

1.30

1.20

1.16

1.25

1.15

1.20

1.16

1.12

0.82

0.88

0.91

0.84

0.91

0.87

0.89

0.92

D

0.88

S

Serrated Bar Factors

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

600

2.89 0.51 1.78 0.31 1.87 0.26 1.23 0.17 1.15 0.16 1.15 0.13 0.78 0.08 0.72 0.08 0.56 0.05 0.43 0.03 0.34 0.02 0.26 0.02 0.22 0.01 0.18 0.01 0.16 0.01 0.13 0.01

Span (mm) 750

4.51 1.23 2.78 0.76 2.91 0.64 1.93 0.42 1.80 0.39 1.80 0.31 1.21 0.21 1.12 0.19 0.88 0.13 0.67 0.08 0.53 0.06 0.40 0.04 0.34 0.03 0.29 0.03 0.25 0.02 0.20 0.01

900

6.50 2.56 4.00 1.57 4.20 1.32 2.77 0.87 2.60 0.82 2.60 0.64 1.74 0.43 1.62 0.40 1.26 0.26 0.96 0.17 0.77 0.12 0.58 0.09 0.49 0.07 0.41 0.05 0.36 0.04 0.28 0.03

8.84 4.74 5.44 2.92 5.71 2.45 3.77 1.62 3.53 1.52 3.53 1.18 2.37 0.80 2.20 0.74 1.72 0.48 1.30 0.32 1.05 0.22 0.79 0.17 0.67 0.13 0.56 0.10 0.49 0.08 0.38 0.05

1050

1200

11.55 8.09 7.11 4.98 7.46 4.18 4.93 2.76 4.62 2.59 4.61 2.02 3.10 1.36 2.88 1.26 2.24 0.83 1.70 0.54 1.37 0.38 1.03 0.29 0.87 0.22 0.73 0.17 0.64 0.14 0.50 0.09 8.99 7.97 9.44 6.70 6.24 4.42 5.84 4.14 5.84 3.24 3.92 2.17 3.64 2.02 2.84 1.32 2.16 0.87 1.73 0.61 1.31 0.46 1.10 0.36 0.92 0.27 0.80 0.22 0.63 0.15

1350

7.70 6.74 7.21 6.31 7.21 4.93 4.84 3.31 4.49 3.07 3.51 2.02 2.66 1.32 2.14 0.94 1.61 0.71 1.36 0.54 1.14 0.42 0.99 0.34 0.78 0.23

1500

750 1

1.33

1.67

2.5

Span: 1500mm Deflection (D) = 3.31 x 1.67 = 5.53mm

2

Grating Code: RG 3253/40 0.83

Stress (S) = 4.84 x 1.67 = 8.08kg/m

0.67

Allowable Deflection: L(Span)/300mm

Factor (i)

500

7.69 11.06 6.18 7.82 4.66 5.89 3.94 4.53 3.30 3.48 2.87 2.84 2.26 1.91

2550

6.93 9.82 5.22 7.41 4.42 5.69 3.70 4.37 3.22 3.56 2.53 2.39

2700

Uniform Load: 500kg/m2 (5kPa) → factor (i) of 1.67 400

6.82 8.68 5.47 6.13 4.13 4.62 3.49 3.55 2.92 2.73 2.54 2.22 2.00 1.50

2400

Allowable Stress: 18kg/m (180MPa)

2

300

7.89 10.22 5.99 6.70 4.81 4.74 3.63 3.57 3.07 2.75 2.57 2.11 2.23 1.72 1.76 1.15

2250

Sample Calculation 250

6.87 7.76 5.22 5.09 4.19 3.59 3.16 2.71 2.67 2.08 2.24 1.60 1.95 1.30 1.53 0.88

2100

Stress and Deflection Factor

8.19 9.46 7.59 8.78 5.92 5.77 4.50 3.78 3.61 2.67 2.72 2.02 2.30 1.55 1.93 1.19 1.68 0.97 1.32 0.65

1950

Uniform Load kg/m2

10.38 10.22 6.98 6.87 6.47 6.37 5.05 4.19 3.83 2.75 3.08 1.94 2.32 1.46 1.96 1.12 1.64 0.86 1.43 0.70 1.13 0.47

1800

D = Deflection in mm

200

8.73 9.24 8.72 7.22 5.86 4.85 5.44 4.50 4.24 2.96 3.22 1.94 2.59 1.37 1.95 1.03 1.65 0.79 1.38 0.61 1.20 0.50 0.95 0.33

1650

S = Stress in kg/m2

● The shaded area of the table indicates grating with deflection less than span/300mm. ● If serrated bar grating is selected, use the factors S and D to calculate stress and deflection. ● For uniformly distributed loads other than 300kg/m2 (3kPa) grating stress and deflection can be calculated using the factor shown in the following table.

kg/m2

Load Bar Size (mm)

Grating Code

This table is theoretical and is based on uniformly distributed load of 300 kg/m2 (3kPa)

LOAD AND DEFLECTION TABLE - SERIES II (LOAD BAR PITCH 40MM)

5.82 9.20 4.92 7.07 4.12 5.42 3.58 4.42 2.82 2.97

2850

6.45 11.29 5.45 8.68 4.57 6.66 3.97 5.43 3.13 3.65

3000

Lo a d Charts Se ries II 40mm centr es

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Viewing Platform Sydney Harbour

Architectural

Heelguard Mild Steel for Public Areas

Rhino grating offers opportunities for cost effect, but highly innovative site platforms. Unique products such as Rhino Heel Guard give the Architect a system for providing safe non-intrusive, public access to environmentally or heritage sensitive sites. These products come in a range of materials from hot dipped galvanised steel to 316 stainless steel.

F o r f urth er in formation on th e p rod u cts p lease contact

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Load and Deflection Table for Heelsafe Grating This table is theoretical and is based on a uniformly distributed load of 300 kg/m² (3kPa) Grating Code

Load Bar Size

RG253/12.5/100

25X3

Span 600

750

900

1050

1200

1350

1500

Stress (kg/mm2)

0.90

1.13

1.35

1.65

2.16

2.73

3.37

Deflection (mm)

0.13

0.25

0.43

0.72

1.23

1.98

3.01

This table is theoretical and is based on a uniformly distributed load of 500 kg/m2 (5kPa) Grating Code

Load Bar Size

RG253/12.5/100

25X3

Note a) Allowable stress 18kg/mm² (180MPa) b) Allowable Deflection L(Span)/300mm

Span 600

750

900

1050

1200

1350

1500

Stress (kg/mm2)

1.50

1.88

2.25

2.76

3.60

4.56

5.63

Deflection (mm)

0.22

0.42

0.72

1.20

2.06

3.30

5.03

Black Sheets

Width (mm)

Length (LB)

Weight (Kg)

Kg Per m²

1003

5800

288

49.7

Botanical Gardens

RH INO GR AT ING f o r f ul l s pe c i f i c a t i o n an d free d esig n service.

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Rhino Testing Procedures Rhino Grating R&D We believe in continuous research & development and re-investing in the company. By demanding products meet the needs of our customers and provide the best cost solutions, through material testing, coatings, material types, and manufacturing processes. Rhino Grating is tested to meet all the local requirements for AS/NZ 3996 for vehicle traffic and AS/NZ1657 for walkway and platforms. These test are preformed both in house and by independent external laboratories.

Hot Dip Galvanising

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All Rhino products that are Hot Dip Galvanised and tested to AS/NZ 4680.