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RHINO GRATING The Professional Choice www.rhino-grating.com.au

RHINO GRATING The Professional Choicerhino-grating.com.au/wp-content/uploads/Rhino-Grating_Catalogue... · 995 995 907 181 210 435 117 340 290 93 53 100 100 100 100 100 10 10 290

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Page 1: RHINO GRATING The Professional Choicerhino-grating.com.au/wp-content/uploads/Rhino-Grating_Catalogue... · 995 995 907 181 210 435 117 340 290 93 53 100 100 100 100 100 10 10 290

RHINO GRATING The Professional Choice

www.rhino-grating.com.au

Page 2: RHINO GRATING The Professional Choicerhino-grating.com.au/wp-content/uploads/Rhino-Grating_Catalogue... · 995 995 907 181 210 435 117 340 290 93 53 100 100 100 100 100 10 10 290

standard flat bar

Pitch of Bearing Bar

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).

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

Product range designed for the International MarketOur 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.

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

long-term cost savingsMulti-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!

Pitch of Cross Bar

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

Construction of Platform Grating

2

Page 3: RHINO GRATING The Professional Choicerhino-grating.com.au/wp-content/uploads/Rhino-Grating_Catalogue... · 995 995 907 181 210 435 117 340 290 93 53 100 100 100 100 100 10 10 290

UnIqUe I bar ProdUCt

I bar or GratingThe 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.

serrated type I bar GratingThe 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 W

alk

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

3

Page 4: RHINO GRATING The Professional Choicerhino-grating.com.au/wp-content/uploads/Rhino-Grating_Catalogue... · 995 995 907 181 210 435 117 340 290 93 53 100 100 100 100 100 10 10 290

2917

181 435 152 117 290934

100 100 100 53

115 340

9390

710

93

907

100 100 100

290 680 840 575 232

995 995 907181 210 435 117 340 290

93

53100 100

100 100 100

10 10

290 65 575 232

1093

4

How to order rHIno GratInG

stock Panels ready to use off the shelfWe 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 pre-galvanised sheets of the more common range.

Made to orderRhino Grating provides tailored solutions to meet your construction requirements.

What we require from the client:• Type of load bar required• Load bar centres (ie. 30mm,

40mm)• Load bar directions• Cutouts fully dimensioned• Kick plate detail if any• Clip requirements

Container Loading D

ockPlatform

Top View

2917

181 435 152 117 290934

100 100 100 53

115 340

9390

710

93

907

100 100 100

290 680 840 575 232

995 995 907181 210 435 117 340 290

93

53100 100

100 100 100

10 10

290 65 575 232

1093

as drawn

as detailed

Page 5: RHINO GRATING The Professional Choicerhino-grating.com.au/wp-content/uploads/Rhino-Grating_Catalogue... · 995 995 907 181 210 435 117 340 290 93 53 100 100 100 100 100 10 10 290

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

D and D1 are overall diagonal dimensions

D

D1=D 6mm

Length 6mm

W1 =

W

6mm

Wid

th(W

) 6

mm

9 Maximum

9 M

axim

um

Bearing Bars Bearing Bars1/200 of Length

Bearing Bar Alignment and Spacing

Transverse Bow

Cross Bar Location and Bearing Bar

Longitudinal Bow

3mm Projection

10mm

1mm

1.5m

m

1mm

in 1

0mm

5

InternatIonal standards GUaranteed

ManUfaCtUrInG toleranCes

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.

standard Manufacturing1. Panels supplied as standard

panel width

2. Non-standard widths taken to nearest load bars

3. Cut outs are taken to the nearest load bars

4. Circular cuts under 200mm produced as square

Coal C

onveyor

Page 6: RHINO GRATING The Professional Choicerhino-grating.com.au/wp-content/uploads/Rhino-Grating_Catalogue... · 995 995 907 181 210 435 117 340 290 93 53 100 100 100 100 100 10 10 290

1220

Full size off shelf panel

3660

30

30

6

frP

Moulded frP GratingFibre 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.

• Sheet sizes are 1220 x 3660; mm 1220 x 2440

• Local quick cut to order or standard stock panels

• 14mm Depth

• 25mm Depth

• 38mm Depth

• 50mm Depth

• Available in both isophthalic or vinylester resin

• Anti slip grit top standard

• Mini mesh 19 x 19 / 38 x 38 sheet size 1220 x 2440

Sewage Treatm

ent Plant

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7

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

stress and deflection factor

Product CodeLoad Bar

(mm)Bar Centres

(mm) Mass kg/m2

Span (mm)

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.

Uniform Load kg/m2 200 250 300 400 500

Factor (i) 0.67 0.83 1.00 1.33 1.67

Page 8: RHINO GRATING The Professional Choicerhino-grating.com.au/wp-content/uploads/Rhino-Grating_Catalogue... · 995 995 907 181 210 435 117 340 290 93 53 100 100 100 100 100 10 10 290

RECOMMENDED MAX. SPANS FOR GRATING PATTERNS

LOAD BAR SIZE 25 X 3 25 X 5 32 X 5 40 X 5

SERIES I 30mm 550 900 1300 1600

SERIES II 40mm 450 750 1200 1500S TAIRTREADS, THE GRATING SIZE MUST BE NOMINATED.

8

staIr treads

Made to order

frP tread lengths with nosing 38 x 38 310 wide x 3660 or cut to length

Made to order stair treads or off the shelf stair treadsRhino Grating has a range of off the shelf stair treads. This saves time and cost.

Length

50~100 100 100

30 P

itch

Bearing Bar

Nosing (checkered or nonslip plate)

Cross Bar

+ 0– 3

Length (mm)

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

Grating 32x5

850 275 305 4 4 4

900 275 305 4 4 4

950 275 305 4 4 4

1050 275 305 4 4 4

Stock Tread Serrated RG325/30/100SEFB

Stock Tread Serrated RG255/30/100SEFB

Page 9: RHINO GRATING The Professional Choicerhino-grating.com.au/wp-content/uploads/Rhino-Grating_Catalogue... · 995 995 907 181 210 435 117 340 290 93 53 100 100 100 100 100 10 10 290

TYPE ‘AM’

TYPE ‘W’ HANDRAIL BENDS

90° BENDS

TYPE ‘S’

TYPE ‘SAR’

TYPE ‘P’ D.O.S.O

TYPE ‘SO’

FLANGES

ANGLE CLOSURE BEND

RHiNO GRATING STAIR TREAD

RHiNO GRATINGFLOOR GRATING

9

a walkway systeMPohokura O

il Platform

Page 10: RHINO GRATING The Professional Choicerhino-grating.com.au/wp-content/uploads/Rhino-Grating_Catalogue... · 995 995 907 181 210 435 117 340 290 93 53 100 100 100 100 100 10 10 290

PPlatform

1020

460 460

560 560 560 635

600

75

150

CCored

WWelded

S Side

S Side

IGIn Ground

STANDARD BASE PLATE

TOP OF STEEL(BEFORE GRID)

10

standard stanCHIons

Please Note:

• All dimensions around centre lines.

• All dimensions in mm

• All dimensions shown may vary to suit requirements

• All stanchions available drilled one side only (D.O.S.O.)

• 32Nb 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.

Page 11: RHINO GRATING The Professional Choicerhino-grating.com.au/wp-content/uploads/Rhino-Grating_Catalogue... · 995 995 907 181 210 435 117 340 290 93 53 100 100 100 100 100 10 10 290

AM SCSide Conveyor

SCSide Conveyor

SOSide Offset

P UNICorner Post

55 55

560

1020

460

505485 505

75

115

11

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

Manufactured to as1657-1992

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

Page 12: RHINO GRATING The Professional Choicerhino-grating.com.au/wp-content/uploads/Rhino-Grating_Catalogue... · 995 995 907 181 210 435 117 340 290 93 53 100 100 100 100 100 10 10 290

Field Welding

3-50CLIP-GA

300

130R 140

R 140

460

177

100

NB 32(3.2 mm Wall Thk)

44

R 140

R 140

300

NB 32(3.2 mm Wall Thk)

300 OR NOMINATED

300 OR NOMINATED

300

300

R 140

R 140

HAND RAIL NB32(3.2 mm Wall Thk)

KNEE RAIL NB25(2.7 mm Wall Thk)

2- 15

20 5090

40

Material: Angle 40x40x3Finish: Hot dip galvanised

Kickplate Bracket• 3-KPB-GA

Standard Base Plates• 2-SBP-UT

AM Base Plates• 2-ABP-UT

Corner Base Plates• 2-CBP-UT

Angle Rail Bends• 3-ARB32NB or 25NB

38° 41° 44°

Top Rail Bends• 3-RB32NB-GA

Knee Rail Bends• 3-RB25NB-GA

Angle Closure Bends to suit AM Stanchions• 3-ACB-44-GA

12

staIr treads

Closure and rail bendsEnd Closure Bends• 3-HCB-GA

1. Field welding

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

2. Fixing Clip

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

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.

Page 13: RHINO GRATING The Professional Choicerhino-grating.com.au/wp-content/uploads/Rhino-Grating_Catalogue... · 995 995 907 181 210 435 117 340 290 93 53 100 100 100 100 100 10 10 290

13

loadInG tables

light and medium duty (maximum recommended spans)

Heavy duty (maximum recommended spans)

Load Bar Size

Maintenance floorsNo public use

Pedestrian trafficPublic, residential and light use

Pedestrian trafficPublic, 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

Pohokura Oil Platform

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 Deflection = 10mm Deflection = 5mm Deflection = 10mm

Series 1 - 30mm Series 2 - 40mm Series 1 - 30mm Series 2 - 40mm Series 1 - 30mm Series 2 - 40mm Series 1 - 30mm Series 2 - 40mm

RG 253 Not Applicable Not Applicable

RG 323 Not Applicable Not Applicable

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

Page 14: RHINO GRATING The Professional Choicerhino-grating.com.au/wp-content/uploads/Rhino-Grating_Catalogue... · 995 995 907 181 210 435 117 340 290 93 53 100 100 100 100 100 10 10 290

Gra

ting

Cod

e

SD

600

750

900

1050

1200

1350

1500

1650

1800

1950

2100

2250

2400

2550

2700

2850

3000

RG

203

/30/

FB20

x318

.8S

2.19

3.43

4.94

6.72

8.78

D0.

380.

941.

953.

606.

15R

G 2

05/3

0/FB

20x5

29.5

S1.

362.

133.

064.

175.

446.

89D

0.24

0.58

1.21

2.23

3.81

6.11

RG

253

/30/

FB25

x322

.80.

881.

21S

1.42

2.22

3.20

4.36

5.69

7.20

8.89

D0.

200.

491.

011.

873.

195.

117.

78R

G 2

553/

30/IB

25x5

x331

.10.

821.

30S

0.94

1.47

2.12

2.88

3.77

4.77

5.89

7.12

8.48

D0.

130.

320.

671.

242.

113.

385.

157.

5510

.69

RG

255

/30/

FB25

x536

.20.

881.

20S

0.89

1.39

2.00

2.72

3.56

4.50

5.56

6.72

8.00

D0.

120.

300.

631.

171.

993.

194.

867.

1210

.08

RG

323

/30/

FB32

x328

.40.

911.

16S

0.88

1.38

1.99

2.70

3.53

4.47

5.52

6.68

7.95

D0.

100.

240.

490.

911.

552.

483.

785.

537.

83R

G 3

253/

30/IB

32x5

x337

.80.

841.

25S

0.59

0.93

1.34

1.82

2.38

3.01

3.72

4.50

5.35

6.28

7.29

D0.

070.

160.

330.

611.

041.

672.

543.

725.

277.

269.

77R

G32

5/30

/FB

32x5

45.5

0.91

1.15

S0.

560.

871.

251.

712.

232.

823.

484.

225.

025.

896.

83D

0.06

0.15

0.31

0.57

0.98

1.56

2.38

3.49

4.94

6.81

9.15

RG

385

3/30

/IB38

x5x3

43.9

0.87

1.20

S0.

430.

670.

971.

321.

732.

192.

703.

273.

894.

565.

296.

076.

91D

0.04

0.10

0.20

0.37

0.64

1.02

1.55

2.28

3.22

4.44

5.97

7.87

10.1

9R

G 4

453/

30/IB

44x5

x350

.10.

891.

16S

0.33

0.51

0.74

1.01

1.32

1.67

2.06

2.49

2.96

3.48

4.03

4.63

5.27

5.95

6.67

7.43

D0.

030.

060.

130.

250.

420.

671.

021.

502.

122.

923.

935.

186.

718.

5510

.74

13.3

4R

G 5

053/

30/IB

50x5

x355

0.92

1.12

S0.

270.

410.

600.

811.

061.

341.

662.

012.

392.

803.

253.

734.

244.

795.

375.

986.

63D

0.02

0.05

0.09

0.17

0.30

0.48

0.73

1.06

1.50

2.07

2.79

3.67

4.75

6.06

7.61

9.45

11.6

1R

G 5

074/

35.3

/IB50

x7x4

79.1

S0.

200.

320.

460.

620.

811.

031.

271.

531.

832.

142.

492.

853.

253.

664.

114.

585.

0735

.3 P

itch

D0.

010.

030.

070.

130.

230.

360.

560.

811.

151.

592.

132.

813.

644.

645.

837.

238.

88R

G 5

574/

35.3

/IB55

x7x4

85.8

S0.

170.

270.

390.

530.

690.

871.

081.

301.

551.

822.

112.

422.

753.

113.

493.

884.

3035

.3 P

itch

D0.

010.

030.

060.

100.

180.

280.

430.

630.

891.

221.

642.

172.

813.

574.

495.

586.

85R

G 6

074/

35.3

/IB60

x7x4

92.8

S0.

140.

230.

330.

440.

580.

730.

901.

091.

301.

531.

772.

032.

312.

612.

933.

263.

6135

.3 P

itch

D0.

010.

020.

040.

080.

130.

220.

330.

480.

680.

941.

271.

672.

162.

753.

464.

295.

27R

G 6

574/

35.3

/IB65

x7x4

99.6

S0.

130.

200.

280.

390.

500.

640.

790.

951.

141.

331.

551.

772.

022.

282.

552.

853.

1535

.3 P

itch

D0.

010.

020.

030.

060.

110.

180.

270.

390.

560.

771.

041.

361.

772.

252.

833.

514.

31R

G75

74/3

5.3/

IB75

x7x4

114.

2S

0.10

0.16

0.23

0.31

0.40

0.51

0.63

0.76

0.90

1.06

1.23

1.41

1.60

1.81

2.03

2.26

2.50

35.3

Pitc

hD

0.00

50.

010.

020.

040.

070.

120.

180.

270.

380.

520.

700.

921.

201.

521.

912.

382.

92

Sam

ple

Cal

cula

tion

Uni

form

Loa

d kg

/m2

200

250

300

400

500

750

Allo

wab

le S

tress

: 18k

g/m

2 (180

MPa

)G

ratin

g C

ode:

RG

325

3/30

Sp

an: 1

500m

m

0.67

0.83

11.

331.

672.

5

LO

AD

AN

D D

EFL

EC

TIO

N T

AB

LE

- SE

RIE

S I (

LOA

D B

AR

PIT

CH

30M

M)

● T

he sh

aded

are

a of

the

tabl

e in

dica

tes g

ratin

g w

ith d

efle

ctio

n le

ss th

an sp

an/3

00m

m.

● If

serr

ated

bar

gra

ting

is se

lect

ed, u

se th

e fa

ctor

s S a

nd D

to c

alcu

late

stre

ss a

nd d

efle

ctio

n.

Stre

ss a

nd D

efle

ctio

n Fa

ctor

S =

Stre

ss in

kg/

m2

This

tabl

e is

theo

retic

al a

nd is

bas

ed o

n un

iform

ly d

istri

bute

d lo

ad o

f 300

kg/

m2 (3

kPa)

Load

Bar

Si

ze (m

m)

kg/m

2Se

rrat

ed B

ar

Fact

ors

Uni

form

Loa

d: 5

00kg

/m2

(5kP

a) →

fact

or (i

) of 1

.67

Def

lect

ion

(D) =

2.5

4 x

1.67

= 4

.24m

m

Span

(mm

)

Allo

wab

le D

efle

ctio

n: L

(Spa

n)/3

00m

m

D =

Def

lect

ion

in m

m

Fact

or (i

)

● F

or u

nifo

rmly

dis

tribu

ted

load

s oth

er th

an 3

00kg

/m2 (3

kPa)

gra

ting

stre

ss a

nd d

efle

ctio

n ca

n be

cal

cula

ted

usin

g th

e fa

ctor

show

n in

the

follo

win

g ta

ble.

Stre

ss (S

) = 3

.72

x 1.

67 =

6.2

1kg/

m2

14

load CHarts serIes I 30mm Centres

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Gra

ting

Cod

e

SD

600

750

900

1050

1200

1350

1500

1650

1800

1950

2100

2250

2400

2550

2700

2850

3000

RG

203

/40/

FB20

x314

.6S

2.89

4.51

6.50

8.84

11.5

5D

0.51

1.23

2.56

4.74

8.09

RG

205

/40/

FB20

x522

.5S

1.78

2.78

4.00

5.44

7.11

8.99

D0.

310.

761.

572.

924.

987.

97R

G 2

53/4

0/FB

25x3

17.5

0.88

1.21

S1.

872.

914.

205.

717.

469.

44D

0.26

0.64

1.32

2.45

4.18

6.70

RG

255

3/40

/IB25

x5x3

24.9

0.82

1.30

S1.

231.

932.

773.

774.

936.

247.

70D

0.17

0.42

0.87

1.62

2.76

4.42

6.74

RG

255

/40/

FB25

x527

.40.

881.

20S

1.15

1.80

2.60

3.53

4.62

5.84

7.21

8.73

D0.

160.

390.

821.

522.

594.

146.

319.

24R

G 3

23/4

0/FB

32x3

21.7

0.91

1.16

S1.

151.

802.

603.

534.

615.

847.

218.

7210

.38

D0.

130.

310.

641.

182.

023.

244.

937.

2210

.22

RG

325

3/40

/IB32

x5x3

30.1

0.84

1.25

S0.

781.

211.

742.

373.

103.

924.

845.

866.

988.

19D

0.08

0.21

0.43

0.80

1.36

2.17

3.31

4.85

6.87

9.46

RG

325/

40/F

B32

x534

.20.

911.

15S

0.72

1.12

1.62

2.20

2.88

3.64

4.49

5.44

6.47

7.59

D0.

080.

190.

400.

741.

262.

023.

074.

506.

378.

78R

G 3

853/

40/IB

38x5

x334

.90.

871.

20S

0.56

0.88

1.26

1.72

2.24

2.84

3.51

4.24

5.05

5.92

6.87

7.89

D0.

050.

130.

260.

480.

831.

322.

022.

964.

195.

777.

7610

.22

RG

445

3/40

/IB44

x5x3

39.7

0.89

1.16

S0.

430.

670.

961.

301.

702.

162.

663.

223.

834.

505.

225.

996.

827.

69D

0.03

0.08

0.17

0.32

0.54

0.87

1.32

1.94

2.75

3.78

5.09

6.70

8.68

11.0

6R

G 5

053/

40/IB

50x5

x343

.50.

921.

12S

0.34

0.53

0.77

1.05

1.37

1.73

2.14

2.59

3.08

3.61

4.19

4.81

5.47

6.18

6.93

D0.

020.

060.

120.

220.

380.

610.

941.

371.

942.

673.

594.

746.

137.

829.

82R

G 5

074/

40/IB

50x7

x461

.5S

0.26

0.40

0.58

0.79

1.03

1.31

1.61

1.95

2.32

2.72

3.16

3.63

4.13

4.66

5.22

5.82

6.45

D0.

020.

040.

090.

170.

290.

460.

711.

031.

462.

022.

713.

574.

625.

897.

419.

2011

.29

RG

557

4/40

/IB55

x7x4

66.6

S0.

220.

340.

490.

670.

871.

101.

361.

651.

962.

302.

673.

073.

493.

944.

424.

925.

45D

0.01

0.03

0.07

0.13

0.22

0.36

0.54

0.79

1.12

1.55

2.08

2.75

3.55

4.53

5.69

7.07

8.68

RG

607

4/40

/IB60

x7x4

72.1

S0.

180.

290.

410.

560.

730.

921.

141.

381.

641.

932.

242.

572.

923.

303.

704.

124.

57D

0.01

0.03

0.05

0.10

0.17

0.27

0.42

0.61

0.86

1.19

1.60

2.11

2.73

3.48

4.37

5.42

6.66

RG

657

4/40

/IB65

x7x4

77.4

S0.

160.

250.

360.

490.

640.

800.

991.

201.

431.

681.

952.

232.

542.

873.

223.

583.

97D

0.01

0.02

0.04

0.08

0.14

0.22

0.34

0.50

0.70

0.97

1.30

1.72

2.22

2.84

3.56

4.42

5.43

RG

7574

/40/

IB75

x7x4

88.6

S0.

130.

200.

280.

380.

500.

630.

780.

951.

131.

321.

531.

762.

002.

262.

532.

823.

13D

0.01

0.01

0.03

0.05

0.09

0.15

0.23

0.33

0.47

0.65

0.88

1.15

1.50

1.91

2.39

2.97

3.65

Sam

ple

Cal

cula

tion

Uni

form

Loa

d kg

/m2

200

250

300

400

500

750

Allo

wab

le S

tress

: 18k

g/m

2 (180

MPa

)G

ratin

g C

ode:

RG

325

3/40

Sp

an: 1

500m

m

0.67

0.83

11.

331.

672.

5A

llow

able

Def

lect

ion:

L(S

pan)

/300

mm

Fact

or (i

)D

efle

ctio

n (D

) = 3

.31

x 1.

67 =

5.5

3mm

S =

Stre

ss in

kg/

m2

Stre

ss a

nd D

efle

ctio

n Fa

ctor

D =

Def

lect

ion

in m

mU

nifo

rm L

oad:

500

kg/m

2 (5

kPa)

→ fa

ctor

(i) o

f 1.6

7

Stre

ss (S

) = 4

.84

x 1.

67 =

8.0

8kg/

m2

● If

serr

ated

bar

gra

ting

is se

lect

ed, u

se th

e fa

ctor

s S a

nd D

to c

alcu

late

stre

ss a

nd d

efle

ctio

n.●

For

uni

form

ly d

istri

bute

d lo

ads o

ther

than

300

kg/m

2 (3kP

a) g

ratin

g st

ress

and

def

lect

ion

can

be c

alcu

late

d us

ing

the

fact

or sh

own

in th

e fo

llow

ing

tabl

e.

● T

he sh

aded

are

a of

the

tabl

e in

dica

tes g

ratin

g w

ith d

efle

ctio

n le

ss th

an sp

an/3

00m

m.

LO

AD

AN

D D

EFL

EC

TIO

N T

AB

LE

- SE

RIE

S II

(LO

AD

BA

R P

ITC

H 4

0MM

)

This

tabl

e is

theo

retic

al a

nd is

bas

ed o

n un

iform

ly d

istri

bute

d lo

ad o

f 300

kg/

m2 (3

kPa)

Load

Bar

Si

ze (m

m)

kg/m

2Se

rrat

ed B

ar

Fact

ors

Span

(mm

)

15

load CHarts serIes I I 40mm Centres

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Heelguard M

ild Steel for Public Areas

16

rHIno HeelGUard

For fur ther in format ion on the products p lease contact RHINO GRATING for fu l l spec i f icat ion and f ree des ign serv ice .

architecturalRhino 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.

Rhino Heelguard is the choice when considering public access areas and there is a need to supply a product that leaves an impression of your design and fabrication.

Viewing Platform

Sydney Harbour

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Botanical Gardens

17

For fur ther in format ion on the products p lease contact RHINO GRATING for fu l l spec i f icat ion and f ree des ign serv ice .

load and deflection table for Heelsafe Grating

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

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

Grating Code Load Bar Size Span

RG253/12.5/100 25X3 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 Span

RG253/12.5/100 25X3 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

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18

sPeCIal ProdUCts

rhino roof accessRhino Roof Access systems has been designed to meet the needs of the installer for ease of fitting and lightweight design, while reducing the traditional cost and cutting time. Our system is slip resistant, corrosion and maintenance free, with UV inhibitors made from FRP Fibre reinforced plastic which is ideally suited for safe access on rooftops, as well being widely used for platforms, walkways and public access areas.

RGFRP14 x 38 x 38 615mm wide X 3000mm Grit top panels available in Grey or Yellow.

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

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