Lift Plan Sample
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LIFT PLAN SAMPLE
Transcript of Lift Plan Sample
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Sample Lift Plan
Prepared By: Jim [email protected]
(Selected Pages)
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Title: Lift Plan
Project: Imperial Crane Sample Lift Plan
Customer: Imperial Crane
Description: Tilt-up lift of a 45', 75,000lb vessel
Drawn By: Jim Jatho 9/23/2011
CRANE
Grove GMK6350
105.2' Main Boom at 63.7
Base: 100% Outriggers
Counterweight: 220,400 lbs
42' Lift Radius (360)
Crane Capacity at 42' = 141,000 lbs
LOADHoist Line 200 lbs
Hook 1,900 lbs
Sling (2) 500 lbs
Shackles (2) 100 lbs
Spreader Bar 1,500 lbs
Shackles (2) 100 lbs
Sling (2) 500 lbs
Shackles (2) 100 lbs
Lifting Lug (2)
63% of Load 46,875 lbs
TOTAL LOAD 51,775 lbs
37% of capacity
Upper Sling Tension: 25,918 lbs
Lower Sling Tension: 23,788 lbs
CRANE
Grove GMK6250
90.1' Main Boom at 71
Base: 100% Outriggers
Counterweight: 154,300 lbs
25' Lift Radius (360)
Crane Capacity at 25' = 181,000 lbs
LOADHoist Line 200 lbs
Hook 1,900 lbs
Sling 250 lbs
Shackle 50 lbs
Lifting Lug
37% of Load 28,125 lbs
TOTAL LOAD 30,525 lbs
17% of capacity
Sling Tension: 28,425 lbs
Not issued for construction. For pre-planning only.
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Title: Lift Plan
Project: Imperial Crane Sample Lift Plan
Customer: Imperial Crane
Description: Tilt-up lift of a 45', 75,000lb vessel
Drawn By: Jim Jatho 9/23/2011
CRANE
Grove GMK6350
105.2' Main Boom at 63.7
Base: 100% Outriggers
Counterweight: 220,400 lbs
42' Lift Radius (360)
Crane Capacity at 42' = 141,000 lbs
LOADHoist Line 200 lbs
Hook 1,900 lbs
Sling (2) 500 lbs
Shackles (2) 100 lbs
Spreader Bar 1,500 lbs
Shackles (2) 100 lbs
Sling (2) 500 lbs
Shackles (2) 100 lbs
Lifting Lug (2)
68% of Load 50,893 lbs
TOTAL LOAD 55,793 lbs
40% of capacity
Upper Sling Tension: 28,014 lbs
Lower Sling Tension: 25,796 lbs
CRANE
Grove GMK6250
90.1' Main Boom at 66.6
Base: 100% Outriggers
Counterweight: 154,300 lbs
31.3' Lift Radius (360)
Crane Capacity at 31.3' = 152,000 lbs
LOADHoist Line 200 lbs
Hook 1,900 lbs
Sling 250 lbs
Shackle 50 lbs
Lifting Lug
32% of Load 24,107 lbs
TOTAL LOAD 26,507 lbs
17% of capacity
Sling Tension: 24,407 lbs
Not issued for construction. For pre-planning only.
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Title: Lift Plan
Project: Imperial Crane Sample Lift Plan
Customer: Imperial Crane
Description: Tilt-up lift of a 45', 75,000lb vessel
Drawn By: Jim Jatho 9/23/2011
CRANE
Grove GMK6350
105.2' Main Boom at 51.8
Base: 100% Outriggers
Counterweight: 220,400 lbs
60' Lift Radius (360)
Crane Capacity at 60' = 100,000 lbs
LOADHoist Line 200 lbs
Hook 1,900 lbs
Sling (2) 500 lbs
Shackles (2) 100 lbs
Spreader Bar 1,500 lbs
Shackles (2) 100 lbs
Sling (2) 500 lbs
Shackles (2) 100 lbs
Lifting Lug (2)
100% of Load 75,000 lbs
TOTAL LOAD 79,900 lbs
80% of capacity
Upper Sling Tension: 40,592 lbs
Lower Sling Tension: 37,850 lbs
CRANE
Grove GMK6250
90.1' Main Boom at 71
Base: 100% Outriggers
Counterweight: 154,300 lbs
25' Lift Radius (360)
Crane Capacity at 25' = 181,000 lbs
LOADHoist Line 200 lbs
Hook 1,900 lbs
Sling 250 lbs
Shackle 50 lbs
Lifting Lug
Load
TOTAL LOAD 2,400 lbs
1% of capacity
Not issued for construction. For pre-planning only.
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Title: Lift Plan
Project: Imperial Crane Sample Lift Plan
Customer: Imperial Crane
Description: Tilt-up lift of a 45', 75,000lb vessel
Drawn By: Jim Jatho 9/23/2011
CRANE
Grove GMK6350
105.2' Main Boom at 51.8
Base: 100% Outriggers
Counterweight: 220,400 lbs
60' Lift Radius (360)
Crane Capacity at 60' = 100,000 lbs
LOADHoist Line 200 lbs
Hook 1,900 lbs
Sling (2) 500 lbs
Shackles (2) 100 lbs
Spreader Bar 1,500 lbs
Shackles (2) 100 lbs
Sling (2) 500 lbs
Shackles (2) 100 lbs
Lifting Lug (2)
100% of Load 75,000 lbs
TOTAL LOAD 79,900 lbs
80% of capacity
Upper Sling Tension: 40,592 lbs
Lower Sling Tension: 37,850 lbs
CRANE
Grove GMK6250
90.1' Main Boom at 71
Base: 100% Outriggers
Counterweight: 154,300 lbs
25' Lift Radius (360)
Crane Capacity at 25' = 181,000 lbs
LOADHoist Line 200 lbs
Hook 1,900 lbs
Sling 250 lbs
Shackle 50 lbs
Lifting Lug
Load
TOTAL LOAD 2,400 lbs
1% of capacity
Not issued for construction. For pre-planning only.
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Ground Bearing Pressure Grove GMK6350, Maximum Radius, Fully Loaded.
Directly Over Rear of Crane Over Aft Left Outrigger Directly Over Left Side Over Front Left Outrigger
Front Left:
51,125lbs
Front Right:
51,125lbs
Front Left:
96,774lbs
Front Right:
36,614lbs
Front Left:
146,775lbs
Front Right:
61,724lbs
Front Left:
171,886lbs
Front Right:
111,725lbs
Aft Left:
176,225lbs
Aft Right:
176,225lbs
Aft Left:
207,504lbs
Aft Right:
113,929lbs
Aft Left:
189,319lbs
Aft Right:
57,061lbs
Aft Left:
132,372lbs
Aft Right:
38,897lbs
Directly Over Front of Crane Over Front Right Outrigger Directly Over Right Side Over Aft Right Outrigger
Front Left:
157,374lbs
Front Right:
157,374lbs
Front Left:
111,725lbs
Front Right:
171,886lbs
Front Left:
61,724lbs
Front Right:
146,775lbs
Front Left:
36,614lbs
Front Right:
96,774lbs
Aft Left:
70,076lbs
Aft Right:
70,076lbs
Aft Left:
38,897lbs
Aft Right:
132,372lbs
Aft Left:
57,061lbs
Aft Right:
189,319lbs
Aft Left:
113,929lbs
Aft Right:
207,504lbs
Full 360 Degree Rotation Mat Configuration:
Two 4 x 20 mats side by
side underneath an 8 by 8
steel transition mat per
outrigger.
Ground Bearing Pressure
q = P / (bc) = 1,296 lbs/sqft
Bending Stress
f = 3nqa/d = 972.7 psi
Horizontal Shear Stress
V = 1.5qa/d = 81.1 psi
Front Left:
171,886lbs
Front Right:
171,886lbs
Aft Left:
207,504lbs
Aft Right:
207,504lbs
Crane Configuration:
Boom Length: 105.2ft [50-50-50-0]
Counterweight: 220,400lbs
Support Base: 28.5ft x 27.9ft
Load Radius: 60ft
Load Weight: 79,900lbs
Prepared By: Jim Jatho
Project: Sample Lift Plan
Customer: Imperial Crane
Location: Bridgeview, IL
Issue Date: 9/23/2011
