47
Presenter: STEPHEN HOLMES Topic: PRESENTER Stephen Holmes Load Chart Application - The Impact of SLOPE - And a few other odds & sods

CP Presentation_load Charts_Sthephen Holmes

Embed Size (px)

Citation preview

Page 1: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

Topic:

PRESENTER

Stephen Holmes

Load Chart Application - The Impact of SLOPE -

And a few other odds & sods

Page 2: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

OH&S RegulationsAustralian StandardsOperators Manuals

Documents Referred To

Page 3: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

High

Risk

Pla

nt

Page 4: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

Accidents Happen for a Reason

Page 5: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

OVER-LOADING?

Page 6: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

BACKWARD TIPPING

Page 7: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

Page 8: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

Accidents Happen for a Reason

Page 9: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

Page 10: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

Slewing Mobile CranesMUST BE SET UP LEVEL

Page 11: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

GROUND SLOPE & CONDITION

Page 12: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

STABILITY ISSUES

Page 13: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

ABREVIATIONS, TERMINOLOGIES & COMPONENTS

Stabilizers

As fitted toVehicle Loading Cranes(Truck wheels toremain on the ground)

Page 14: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

ABREVIATIONS, TERMINOLOGIES & COMPONENTS

Outriggers

As fitted toSlewing MobileCranes(Truck wheels tobe OFF theground)

Page 15: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

Counterweight

Page 16: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

CraneTerms

Boom Length

Boom Angle

Working Radius

Page 17: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

CraneTermsNon Slewing Crane

Page 18: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

CraneTerms

Non Slewing CraneArticulation Joint

Page 19: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

Types ofNON SLEWING MOBILE CRANES

Tractor CraneArticulatedPick & Carry

Page 20: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

Working Zones

Page 21: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

• All cranes MUST have a load chart• It MUST be in English• It MUST be legible• It MUST be in a position where you can read it

• Charts are calculated under IDEAL conditions• Crane set up correctly to manufacturers spec’s• Good weather conditions• Firm, level, supporting ground

LOAD CHARTS

Page 22: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

Load Chart Slewing Mobile CraneSelect the BOOM you are working on

Select the RADIUSYou are working at

11 200

Read the RATED CAPACITY at this position

Boom Angle

Page 23: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

DEDUCTIONS TO MAKE

MAIN Hook

FLY Jib

AUX Hook

Page 24: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

DEDUCTIONS TO MAKEMAIN Hook………….……460 kgs

FLY Jib………………….1,200 kgs

AUX Hook ………………. 100 kgs

TOTAL Deductions...…1,760 kgs

Page 25: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

DEDUCTIONS TO MAKERATING of CRANE……..11,200 kgs

LESS Deductions………..1,760 kgs

LOAD allowable on Main….9,440 kgs

Page 26: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

STRUCTURAL & STABILITY Ratings

ABOVE line STRENGTH

BELOW line STABILITY

Page 27: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

Are all Equal BoomLengths Equal?

Page 28: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

This chart has5 different SWL readings for a 33.9m boom!

Page 29: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

Page 30: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

12 tm 12 tm

CRANE STABILITY

4 metres 4 metres

Page 31: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

12 tm 12 tm

CRANE STABILITY

100% oftipping

4m 8m

Page 32: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

Australian Stds requireslewing mobile cranes

load chartsto be calculated at

75% of tipping

CRANE STABILITY

Page 33: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

12 tm 12 tm

CRANE STABILITY

100% oftipping

4m 8m

1.125 tonne would be maximum allowableload to be marked on the load chart - Which is 75% of 1.5 tonne

Page 34: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

CRANE STABILITYPercentage of TIPPING

Aus.Std. requirements for all cranes

1. Vehicle Loading Cranes – 80%

2. Slewing Mobile Cranes – 75%

3. Pick & Carry (non slewing) – 66.6%

Page 35: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

CRANE STABILITY20 tonne

4m20t x 4m = 80tm

6 tonne10m

6t x 10m = 60tm

Page 36: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

CRANE STABILITY20 tonne

3m20t x 3m = 60tm

6 tonne11m

6t x 11m = 66tm

Page 37: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

NON SLEWING CRANES

Page 38: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

Load Chart Franna

Slewed less than 10°Slewed more than 10°

Boom Length

Boom Angle

Radius in Metres

Page 39: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

42 mt

66% of Tipping

Page 40: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

34.4 mt80% of Tipping

Page 41: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

BUTSLEW ANGLE

Is not the ONLY thingThat will affect theSWL of the CRANE

THESLOPE OF THE GROUND

CAN HAVE AMAJOR IMPACT

Page 42: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

Page 43: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

Load Chart Franna Boom Length

Boom Angle

Page 44: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

12m boom40° boom angle

2850kg SWL

1710kg SWL

Page 45: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

Page 46: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES

Page 47: CP Presentation_load Charts_Sthephen Holmes

Presenter: STEPHEN HOLMES