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Lifting Plan: This Form Is Designed To Be Used As A Check List For Lift Calculations

The lifting plan details the equipment, load description, rigging components and their weights totaling 1,936 lbs that will be lifted by a boom truck at a planned operating radius of 25 feet for slickline service equipment at the Kuparuk River Unit. It provides calculations to ensure the lift is within the crane's capacity chart and lists considerations like using tag lines and keeping the crane set on well compacted material.

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377 views2 pages

Lifting Plan: This Form Is Designed To Be Used As A Check List For Lift Calculations

The lifting plan details the equipment, load description, rigging components and their weights totaling 1,936 lbs that will be lifted by a boom truck at a planned operating radius of 25 feet for slickline service equipment at the Kuparuk River Unit. It provides calculations to ensure the lift is within the crane's capacity chart and lists considerations like using tag lines and keeping the crane set on well compacted material.

Uploaded by

afif_wiludin
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLS, PDF, TXT or read online on Scribd
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LIFTING PLAN DATE: 10/11/2017

This form is designed to be used as a check list for lift calculations:


AREA / EQUIPMENT: PAI - KUPARUK
Kuparuk River Unit / Slickline Service Equip. WEIGHT ( LBS)
1 DESCRIPTION OF LOAD:
Slickline Lubricator Assembly 1,800
2 TYPE OF CRANE TO BE USED:
Boom Truck - TC 3800 SERIES
LENGTH
Boom Length FT.
LENGTH TYPE OFFSET
JIB: N/A
3 WEIGHT OF LOAD (LBS):Per Crane
CONTINGENCY (LBS): If any liquids in tubes
*EFFECTIVE WEIGHT OF JIB (see jib chart)
*EFFECTIVE WEIGHT OF BALL: 100
( 1 X ball wt. on boom)(2 X ball wt. on jib)
WEIGHT OF MAIN BLOCK: RATING # SHEAVES #LINE PRTS
0
WEIGHT AND DESCRIPTION OF SLINGS: QTY. - EA. WT. / FT. LENGTH
5/8" wire rope 2 leg bridle w/ 1" weldless link 2 0.8 8 13
SLING TENSION CALCULATIONS (upper) ANGLE EFF. WT. ALL. TENS.
8 ACTUAL WEIGHT @ LIFT POINT (8.4 LBS)
WEIGHT AND DESCRIPTION OF SLINGS: (lower) QTY. - EA. WT. / FT. LENGTH
0
SLING TENSION CALCULATIONS ANGLE EFF. WT. ALL. TENS.
1 ACTUAL WEIGHT @ LIFT POINT (1 LBS)
WEIGHT AND DESCRIPTION OF SHACKLES: (all) QTY. - EA. TON-RAT'G WT. - EA.
3/4" 2 4.75 2.25 5
1" weldless link 1 7.6 4 4
WEIGHT OF SPREADER BARS: (upper & lower) QTY. - EA. TON-RAT'G WT. - EA.
0
WEIGHT OF MAIN LINE BELOW BOOM: # PARTS LGTH.-FT. WT./FT.
9/16" - 19X19 Wire rope 1 20 0.7 14
WEIGHT OF OTHER RIGGING: 0

TOTAL ERECTION LOAD - (CRANE LIFT - LBS.): 1,936

4 PLANNED OPERATING RADIUS: 25 FT.


5 CRANE CHART CAPACITY AT PLANNED RADIUS: LBS
6 PER CENT OF CAPACITY AT OPERATING RADIUS: #DIV/0!
7 MAXIMUM OPERATING RADIUS (100% CAPACITY) FT. 0
8 MAX. LOAD OVER LIVE FACILITY(75% of chart) 0 LBS 0
9 MAX. LOAD FOR REDUCE TEMP. (100%) 0 Deg F 0 LBS Assume temp above 0 Deg F
10 PER CENT OF CAPACITY AT OPERATING RADIUS: #DIV/0!
LESS LIVE LINES AND COLD TEMP
*if load is being lifted by the jib, neglect the effective weight of the jib and use 1 X ball weight.
OTHER CONSIDERATIONS:
11 CRANE MUST BE SET UP LEVEL
12 CRANE IS SET ON WELL COMPACTED MATERIAL. TYPE OF MATERIAL: compacted gravel
(consider using crane mats if soil is questionable) % OF COMPACTION:
13 USE OUT FALL LINES TO PREVENT DRIFTING ON NEAR CAPACITY LIFTS
14 USE TAG LINES. 15. DO NOT LIFT OUTSIDE THE CRANE CAPACITY CHART.
LIFT PLAN PREPARED BY:

LIFT PLAN APPROVED BY:


Sheet2

flange 2 380 760


elbow 3 36 108 0.869341
pipe 18 30.02 540.36 0.239386
1408.36 0.629955 1.448896

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