0436 336 333www.clarkcranes.com.au

iROLL CRANE DECK LOADING PLATFORM

ALL NEW AUSTRALIAN MADE IROLL CRANE DECK LOADING PLATFORM Cost savings, Quality and Simplicity are three key factors with the new iROLL Crane Deck loading platforms. The clever innovative design of our system enables quick trouble free installation across a broad range of construction applications. iROLL Crane Decks will greatly reduce any risk factors and safety concerns compared with other products on the market.

This superb system will save both time and money without compromise, and will contribute to the smooth and trouble free running of your project.

Manufactured in Australia from the best quality materials, our revolutionary new Australian made system offers the following features:

FEATURES & BENEFITS

• Rear rollers for ease of install

• Harness anchor points

• Safe work load of 5 tonnes

• Vastly reduced overall costs on comparable products

• Locally manufactured and proudly Australian made

IROLL CRANE DECK 2200 TWO PROP METHOD Load Reactions when the iROLL props are left 20mm short at the front. Assumed load always centre both ways on the outboard of the platform. All loads are static loads. No load factors applied. Horizontal force not taken into account. Reactions provided based on rigid supports i.e. effects on deflections of supporting slabs not factored into design.

4500mm Outboard 4750mm Outboard 5000mm Outboard 5250mm Outboard

SWL-UDL 5000 4000 3200 2500

RA (t) * Downward 6.2t 6.0t 5.4t 5.1t

RB (t) * Upward 0 0 0 0

RC * Reinforced concrete (min 180mm thick slab) 2.0t 1.8t 1.6t 1.4t

* Reactions on each side of the Platform

5250 OUTBOARD

1298

17252223

4230 INBOARD

1298

4230 1516 INBOARD

2080

1810INTERNAL

2200

22002 prop

Side elevation - RetractedFront elevation2200=2525kg

Side elevation - Fully extended

IROLL CRANE DECK 2200 FOUR PROP METHOD Reaction on each side of the platform. Assumed load always centre both ways on the outboard of the platform. All loads are static loads. No load factors applied. Horizontal force not taken into account. Reactions provided based on rigid supports i.e. effects on deflections of supporting slabs not factored into design.

4500mm Outboard 4750mm Outboard 5000mm Outboard 5250mm Outboard

SWL-UDL 5000 4000 3200 2500

RA (t) * Downward 7.6t 6.7t 6t 5.4t

RB (t) * Upward 3.7t 3.3t 3t 2.7t

RC * Reinforced concrete 0.0 0.0 0.0 0.0

* Reactions on each side of the Platform

5250 OUTBOARD

1298

17252223

4230 INBOARD

1298

4230 1516 INBOARD

2080

Side elevation - RetractedFront elevation2200=2525kg

Side elevation - Fully extended

1810INTERNAL

2200

22004 prop

IROLL CRANE DECK 2800 TWO PROP METHODLoad Reactions when the iROLL props are left 20mm short at the front. Assumed load always centre both ways on the outboard of the platform. All loads are static loads. No load factors applied. Horizontal force not taken into account. Reactions provided based on rigid supports i.e. effects on deflections of supporting slabs not factored into design.

4500mm Outboard 4750mm Outboard 5000mm Outboard 5250mm Outboard

SWL-UDL 5000 4000 3200 2500

RA (t) * Downward 6.2t 6.0t 5.4t 5.1t

RB (t) * Upward 0 0 0 0

RC * Reinforced concrete (min 180mm thick slab) 2.0t 1.8t 1.6t 1.4t

* Reactions on each side of the Platform

5250 OUTBOARD

1298

17252223

4230 INBOARD

1298

4230 1516 INBOARD

2800

2680

2410INTERNAL

2800

2 prop

Side elevation - RetractedFront elevation2800=2705kg

Side elevation - Fully extended

IROLL CRANE DECK 2800 FOUR PROP METHODReaction on each side of the platform. Assumed load always centre both ways on the outboard of the platform. All loads are static loads. No load factors applied. Horizontal force not taken into account. Reactions provided based on rigid supports i.e. effects on deflections of supporting slabs not factored into design.

4500mm Outboard 4750mm Outboard 5000mm Outboard 5250mm Outboard

SWL-UDL 5000 4000 3200 2500

RA (t) * Downward 7.6t 6.7t 6t 5.4t

RB (t) * Upward 3.7t 3.3t 3t 2.7t

RC * Reinforced concrete 0.0 0.0 0.0 0.0

* Reactions on each side of the Platform

5250 OUTBOARD

1298

17252223

4230 INBOARD

1298

4230 1516 INBOARD

2800

2680

2410INTERNAL

2800

4 prop

Side elevation - RetractedFront elevation2800=2705kg

Side elevation - Fully extended

IROLL CRANE DECK 3200 TWO PROP METHODLoad Reactions when the iROLL props are left 20mm short at the front. Assumed load always centre both ways on the outboard of the platform. All loads are static loads. No load factors applied. Horizontal force not taken into account. Reactions provided based on rigid supports i.e. effects on deflections of supporting slabs not factored into design.

4500mm Outboard 4750mm Outboard 5000mm Outboard 5250mm Outboard

SWL-UDL 5000 4000 3200 2500

RA (t) * Downward 6.2t 6.0t 5.4t 5.1t

RB (t) * Upward 0 0 0 0

RC * Reinforced concrete (min 180mm thick slab) 2.0t 1.8t 1.6t 1.4t

* Reactions on each side of the Platform

5250 OUTBOARD

1298

17252223

4230 INBOARD

1298

4230 1516 INBOARD

3200

2810INTERNAL

3080

3200

2 prop

Side elevation - RetractedFront elevation3200=2825kg

Side elevation - Fully extended

IROLL CRANE DECK 3200 FOUR PROP METHODReaction on each side of the platform. Assumed load always centre both ways on the outboard of the platform. All loads are static loads. No load factors applied. Horizontal force not taken into account. Reactions provided based on rigid supports i.e. effects on deflections of supporting slabs not factored into design.

4500mm Outboard 4750mm Outboard 5000mm Outboard 5250mm Outboard

SWL-UDL 5000 4000 3200 2500

RA (t) * Downward 7.6t 6.7t 6t 5.4t

RB (t) * Upward 3.7t 3.3t 3t 2.7t

RC * Reinforced concrete (min 180mm thick slab) 0.0 0.0 0.0 0.0

* Reactions on each side of the Platform

5250 OUTBOARD

1298

17252223

4230 INBOARD

1298

4230 1516 INBOARD

3200

2810INTERNAL

3080

3200

4 prop

Side elevation - RetractedFront elevation3200=2825kg

Side elevation - Fully extended

IROLL CRANE DECK 4200 TWO PROP METHOD Load Reactions when the iROLL props are left 20mm short at the front. Assumed load always centre both ways on the outboard of the platform. All loads are static loads. No load factors applied. Horizontal force not taken into account. Reactions provided based on rigid supports i.e. effects on deflections of supporting slabs not factored into design.

4500mm Outboard 4750mm Outboard 5000mm Outboard 5250mm Outboard

SWL-UDL 5000 4000 3200 2500

RA (t) * Downward 7.1t 6.6t 6.1t 5.7t

RB (t) * Upward 0.0 0.0 0.0 0.0

RC * Reinforced concrete (min 180mm thick slab) 2.5t 2.4t 2.3t 2.2t

* Reactions on each side of the Platform

4200

3810INTERNAL

5250OUTBOARD

4230INBOARD

129824

00Pr

op H

eigh

t -

330

0

15164230

Side Elevation - Retracted

Side Elevation - Fully Extended

Front Elevation4200

1725.002180.00RA

RB

Total Weight of Deck - 3680kg

Weight of Moving Deck - 2435kg

Weight of Fixed Section - 1240kg

42002 prop

IROLL CRANE DECK 4200 FOUR PROP METHOD Reaction on each side of the platform. Assumed load always centre both ways on the outboard of the platform. All loads are static loads. No load factors applied. Horizontal force not taken into account. Reactions provided based on rigid supports i.e. effects on deflections of supporting slabs not factored into design.

4500mm Outboard 4750mm Outboard 5000mm Outboard 5250mm Outboard

SWL-UDL 5000 4000 3200 2500

RA (t) * Downward 8.3t 7.7t 7.1t 6.6t

RB (t) * Upward 4t 3.8t 3.7t 3.5t

RC * Reinforced concrete 0.0 0.0 0.0 0.0

* Reactions on each side of the Platform

4200

3810INTERNAL

5250OUTBOARD

4230INBOARD

129824

00Pr

op H

eigh

t -

330

0

15164230

Side Elevation - Retracted

Side Elevation - Fully Extended

Front Elevation4200

1725.002180.00RA

RB

Total Weight of Deck - 3680kg

Weight of Moving Deck - 2435kg

Weight of Fixed Section - 1240kg

42004 prop

IROLL CRANE DECK TRANSPORTATION

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

B B

C C

D D

SHEET 1 OF 1

DRAWN

CHECKED

QA

MFG

APPROVED

katharined 7/12/2015

DWG NO

Decks Stacked

TITLE

SIZE

DSCALE

REV

1 / 10

1987

750.

00

1360

.00

5746

140x140x3200mm Timber Dunnage

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

B B

C C

D D

SHEET 1 OF 1

DRAWN

CHECKED

QA

MFG

APPROVED

katharined 7/12/2015

DWG NO

Decks Stacked

TITLE

SIZE

DSCALE

REV

1 / 10

1987

750.

00

1360

.00

5746

140x140x3200mm Timber Dunnage

TO DISCUSS YOUR REQUIREMENTS, AND REALISE THE BENEFITS OF THE IROLL CRANE DECK SYSTEM, CONTACT

LEEANNE ON 0436 336 333 FOR MORE INFORMATION.

336 Settlement Road Thomastown 3074

PO BOX 97 Hurstbridge 3099

ph 03 9464 7444

fax 03 9465 8843

info@clarkecranes.com.au www.clarkcranes.com.au