G-2130A Bolt Type Anchor shackle grade 8

Art. nr.: G-2130A Category:

Bolt Type Anchor shackles with thin head bolt – nut with cotter pin. Meets the performance requirements of Federal Specification RR-C-271F
Type IVA, Grade B, Class 3, except for those provisions required of the contractor.

G-2130A Bolt Type Anchor shackle grade 8

Bolt Type Anchor shackle grade 8
• Capacities 2 to 17 metric tons.
• Working Load Limit permanently shown on every shackle.
• Forged Alloy Steel – Quenched and Tempered, with bow and bolt.
• Hot Dip galvanized.
• Shackles can be RFID EQUIPPED.
• Meets or exceeds all requirements of ASME B30.26 including identification,
ductility, design factor, proof load and temperature requirements.
Importantly, G-2130A meet other critical performance requirements
including impact properties and material traceability, not addressed by
ASME B30.26.
• Shackles can be furnished proof tested with certificates to designated
standards, such as ABS, DNV, Lloyds, or other certification when requested
at time of order.
• Type Approval and certification in accordance with DNV 2.7-1 Offshore
Containers.
• Shackles are Quenched and Tempered and meet DNV impact requirements
of 42 joules (31 ft.-Ibs.) at -40 degrees C (-40 degrees F).

Nominal Size
(in.)
WLL
(t)*
G-2130A
Stock No.
Weight
(kg)
Dimensions (mm)Tolerane + / –
ABCDEFHLMNCA
1/22.0012194720.3620.616.047.812.733.330.283.558.571.112.73.301.50
5/83.2512194910.6226.919.160.516.042.938.110674.590.417.56.351.50
3/44.7512195161.2331.822.471.519.151.046.012689.010520.66.351.50
7/86.5012195341.7936.625.484.022.458.053.014810212224.66.351.50
18.5012195522.2842.928.095.525.468.560.516711913726.96.351.50
1-1/89.5012195783.7546.031.810828.774.068.519013115031.86.351.50
1-1/412.0012195985.3151.535.111931.882.576.021014617035.16.351.50
1-3/813.5012196147.1857.038.113335.192.084.023316218338.16.353.30
1-1/217.0012196328.6260.541.414638.198.592.025417519641.16.353.30

*NOTE:
WLL ≤ 25 ton           → PL = 2 · g · WLL                kN
WLL > 25 ≤ 180 ton → PL = 1,22 · g · WLL + 200 kN
WLL > 180 ton         → PL = 1,33 · g · WLL           kN

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