Knight Global Enclosed Track Aluminum Rail Series, Capacity 1600 lbs - KG RAD6110

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Product Description
Specifications

Knight Global Enclosed Track Aluminum Rail Series, Capacity 1600 lbs - KG RAD6110

Knight's RAD6110 Aluminum Rail Series has an enclosed track design that is extruded from a lightweight, high-strength aluminum alloy. The lightweight aluminum rail eases installation and reduces overhead requirements. The enclosed Series Rail is the ideal solution, whether your load is located directly under the system or cantilevered off to the side. This series, combined with nylon trolley wheels, provides the lowest rolling resistance in the industry.

Features:

Mechanical Properties: ASTM B221 6005-T5 Series Aluminum
Multiple Overhead and Floor Mounted Configurations
Supports Trolleys, End Trucks and Hangers
RAD6110 Rail Lengths: Up to 25 ft [7.6m] without Splices

Benefits:

Transfer Loads in the "X" and "Y" Directions
Multiple Pre-Assembled Accessories
Accessories can be positioned along the rail, no welding required
Load Trolleys and End Trucks are designed for cantilevered and direct load applications
All Hangers and End Trucks are designed to prevent binding of bridges and runways

Specifications:

Maximum Capacity: 1,600 lbs. [725kg]
Weight: 5.2 lbs/ ft [7.7kg/m]

Rail Capacities

Hanger Span	Deflection Criteria
Hanger Span	1:350 Capacity*	1:450 Capacity*
5 ft [1.52 m]	1600 lbs [725 kg]	1300 lbs [590 kg]
6 ft [1.83 m]	1600 lbs [725 kg]	1300 lbs [590 kg]
7 ft [2.13 m]	1500 lbs [680 kg]	1175 lbs [533 kg]
8 ft [2.45 m]	1475 lbs [699 kg]	1075 lbs [488 kg]
9 ft [2.74 m]	1400 lbs [635 kg]	1025 lbs [465 kg]
10 ft [3.05 m]	1325 lbs [601 kg]	925 lbs [453 kg]
11 ft [3.35 m]	1100 lbs [499 kg]	875 lbs [397 kg]
12 ft [3.66 m]	950 lbs [431 kg]	750 lbs [340 kg]
13 ft [3.96 m]	825 lbs [374 kg]	650 lbs [295 kg]
14 ft [4.27 m]	750 lbs [340 kg]	575 lbs [261 kg]
15 ft [4.57 m]	675 lbs [306 kg]	515 lbs [233 kg]
16 ft [4.88 m]	600 lbs [272 kg]	470 lbs [213 kg]
17 ft [5.18 m]	525 lbs [238 kg]	405 lbs [184 kg]
18 ft [5.48 m]	450 lbs [204 kg]	350 lbs [159 kg]
19 ft [5.79 m]	425 lbs [193 kg]	325 lbs [147 kg]
20 ft [6.1 m]	400 lbs [181 kg]	300 lbs [136 kg]
21 ft [6.4 m]	360 lbs [163 kg]	275 lbs [125 kg]
22 ft [6.7 m]	320 lbs [145 kg]	250 lbs [113 kg]
23 ft [7.01 m]	285 lbs [129 kg]	210 lbs [95 kg]
24 ft [7.31 m]	245 lbs [111 kg]	185 lbs [84 kg]

*Due to Ergonomic considerations, each rail span distance is tested to determine the maximum single point load required to achieve a predetermined deflection based on a ratio of 1:350 (1" of deflection for each 350" of length) or 1:450 (1" of deflection in 450" of length).

For purposes of estimating approximate ergonomic force requirements, the following formula may be used:

0.009 x total mass = maximum effort (in lbf) required to overcome inertia. Effort required to sustain movement is generally 0.35 x effort to overcome inertia e.g., 250 lbs. (113 kg) mass x 0.009 = 2.25 lbf (0.9 kg) to overcome inertia, 2.25 (0.9 kg) x 0.35 = .79 lbf (0.36 kg) to sustain movement

Cantilevered Capacities (based on an optimum 8ft hanger span)

Cantilevered	Deflection Criteria
Cantilevered	1:350 Capacity*	1:450 Capacity*
1 ft [0.3 m]	2200 lbs [998 kg]	1700 lbs [771 kg]
2 ft [0.61 m]	1000 lbs [454 kg]	775 lbs [351 kg]
3 ft [0.91 m]	600 lbs [272 kg]	475 lbs [215 kg]
4 ft [1.20 m]	250 lbs [113 kg]	125 lbs [57 kg]

Elastic Deformation: This type of deformation is reversible. Once the forces are removed, the object returns to its original shape. The elastic range ends when the material reaches its yield strength. At this point deformation begins.

Plastic Deformation: This type of deformation is not reversible. Once an object reaches this point, it will not return to its original shape. Plastic deformation ends with the fracture of the material.

Knight Global follows material handling industry standards in determining the capacity ratings for enclosed track overhead workstation crane systems. Each component (e.g. rail, hangers, trolleys, etc.) is individually tested to establish its ultimate failure point. From this number, a safe working load is then assigned to the component. Each rail span length is then tested to determine the maximum single point load required to achieve a predetermined deflection based on a 1:350 ratio (1? of deflection for each 350? of length). The recommended rated capacity chart is based upon single point loading for the listed spans.