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ACE Controls Inc. · 800-521-3320 · (248) 476-0213 · Fax (248) 476-2470 · www.acecontrols.com · email: shocks@acecontrols.com
V1 Weight, Vertical Free Fall Examples: Elevator Emergency Stops, Flying Shears, Test Equipment
V2 Weight Sliding Down Incline Inclined Non-Powered Conveyor, Package Chute, Parts Transfer Ramp
V3 Down Incline with Propelling Force Inclined Conveyor Belt, High Speed Safety Doors
V4 Up Incline With Propelling Force Elevator, Inclined Power Conveyor
V5 Down Incline with Counter Weight Lifting Door with Counter Balance
W = Moving Weight (lbs)
V = Impact Velocity (ft/sec)
Fp = Known Propelling Force (lbs)
M = Total Distance Moved by Weight (inches)
D = Distance Moved by Weight to Shock (inches)
A = Angle of Inclined Plane (°)
Wcw = Counter Weight (lbs)
C = Cycles per Hour (/hour)
s = Stroke Length of Shock Absorber (inches)
F = Propelling Force at Shock Absorber (lbs)
E1 = Kinetic Energy (in lbs)
E2 = Propelling Force Energy (in lbs)
E3 = Energy per Cycle (in lbs)
E4 = Energy per hour (in lbs/hour)
We = Effective Weight (lbs)
FORMULA
D = (M) - (s)
V = γ(5.4)(D)SIN(A)
F = (W)SIN(A)
E1 = (0.186)(W)(V2)
E2 = (F)(s)
E3 = E1 + E2
E4 = (E3)(C)
We = E3 / [(0.186)(V2)]
D = (18) - (3) = 15 inches
V = γ(5.4)(15) = 9 ft/sec
F = 200 = 200 lbs
E1 = (0.186)(200)(92) = 3,013.2 in lbs
E2 = (200)(3) = 600 in lbs
E3 = 3,613.2 = 3,613.2 in lbs
E4 = (3,013.2)(60) = 216,792 in lbs/h
We = 3,013.2 / [(0.186)(92)] = 239.8 lbs
EXAMPLE
W = 200 lbs
M = 18 inches
C = 60/hour
s = 3 inches
V1 - Select from Model Rating Chart: MA 4575
D = (M) - (s)
V = γ(5.4)(D)SIN(A)
F = (W)SIN(A)
E1 = (0.186)(W)(V2)
E2 = (F)(s)
E3 = E1 + E2
E4 = (E3)(C)
We = E3 / [(0.186)(V2)]
D = (15) - (2) = 13 inches
V = γ(5.4)(13)SIN (30) = 5.9 ft/sec
F = 500 = 500 lbs
E1 = (0.186)(1,000)(5.92) = 6,474.7 in lbs
E2 = (500)(2) = 1,000 in lbs
E3 = 6,474.7 + 1,000 = 7,474.7 in lbs
E4 = (7,474.7)(190) = 1,420,193 in lbs/h
We = 7,474.7 / [(0.186)(5.92)] = 1,154.5 lbs
W = 1,000 lbs
M = 15 inches
A = 30°
C = 190/hour
s = 2 inches
V2 - Select from Model Rating Chart: MCA 6450-1 or -2
F = (W)SIN(A)+(Fp)
E1 = (0.186)(W)(V2)
E2 = (F)(s)
E3 = E1 + E2
E4 = (E3)(C)
We = E3 / [(0.186)(V2)]
F = (100)SIN(15)+(50) = 75.9 lbs
E1 = (0.186)(100)(22) = 74.4 lbs
E2 = (75.9)(0.5) = 38 in lbs
E3 = 74.4 + 38 = 112.4 in lbs
E4 = (112.4)(30) = 3,370.5 in lbs
We = 112.4 / [(0.186)(22)] = 151.1 in lbs
W = 100 lbs
V = 2 ft/sec
Fp = 50 lbs
A = 15°
C = 30/hour
s = 0.5 inches
V3 - Select from Model Rating Chart: MC 150H
F = (Fp)-(W)SIN A
E1 = (0.186)(W)(V2)
E2 = (F)(s)
E3 = E1 + E2
E4 = (E3)(C)
We = E3 / [(0.186)(V2)]
F = (600)-(450)SIN(90) = 150 lbs
E1 = (0.186)(450)(12) = 83.7 in lbs
E2 = (150)(1) = 150 in lbs
E3 = 83.7 + 150 = 234 in lbs
E4 = (234)(60) = 14,040 in lbs/h
We = 2341 / [(0.186)(12)] = 1,258.1 lbs
W = 450 lbs
V = 1 ft/sec
Fp = 600 lbs
A = 90°
C = 60/hour
s = 1 inch
V4 - Select from Model Rating Chart: MA 600 or SC 650-4
F = (W)SIN (A)-Wcw
E1 = (0.186)(W)(V2)
E2 = (F)(s)
E3 = E1 + E2
E4 = (E3)(C)
We = E3 / [(0.186)(V2)]
F = (1,500)SIN(45)-500 = 560.7 lbs
E1 = (0.186)(1,500)(0.52) = 69.8 in lbs
E2 = (560.7)(1) = 560.7 in lbs
E3 = 69.8 + 560.7 = 630.5 in lbs
E4 = (636)(1) = 630.5 in lbs/h
We = 630.5 / [(0.186)(0.52)] = 13,559.1 lbs
W = 1,500 lbs
V = 0.5 ft/sec
A = 45°
Wcw = 500 lbs
C = 1/hour
s = 1 inch
V5 - Select from Model Rating Chart: ML 3325
Inclined and Vertical Sizing Examples
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