Page 258 - Lifting Gear Hire 2017 Catalog
P. 258

Cr
w
Collector Ring
150 Ton, 16 Point Crown Speci cations
800.878.7305 | www.lgh-usa.com | rentals@lgh-usa.com
22.50° Designed To Accept 800.878.7305|www.lghCr-oussbay.Gc-o20m91|1r/e4n"tals@lgh-usa.co
543 4
800.878.7305 | www.lgh-usa.com | rentals@lgh-usa.com
12t Screw Pin Shackles
16 Point
351 8 511 2
231 2 Designed To Accept Crosby G-2140 2 1/2"
o n - 150t
85t Bolt Type Alloy Shackles
50t
251 4
Designed To Accept Crosby G-2130 4"
150t Bolt Type Shackle
Tons
t: 2,200 lbs
teel (shapes and plates) shall conform to the following specifications:
Flange and W/T shapes: ASTM A992
els, Angles W/T's and Plates: A36, A572 GR 50
543 4 231 2
543 4 231 2
Designed To Accept
Crosby G-2140 2 1/2"
85t Bolt Type Alloy Shackles
251 4
Designed To Accept Crosby G-2130 4"
150t Bolt Type Shackle
w Structural Sections (HSS): ASTM A500, Grade B (Yeild Stress = 46 KSI)
Seamless or Electric Fusion Welded): ASTM A53, Grade B
cation and erection of structural steel shall conform to the AISC steel construction manual, latest edition. shall have a minimum tensile strength of 70 KSI.
Designed To Accept
Crosby G-2140 2 1/2"
85t Bolt Type Alloy Shackles
351 8 511 2
251 4
351 8 511 2
22.50° Designed To Accept - Capacity: 150 Tons
Notes:
Notes:
- Channels, Angles W/T's and Plates: A36, A572 GR 50
- Hollow Structural Sections (HSS): ASTM A500, Grade B (Yeild Stress = 46 KSI) - Pipe (Seamless or Electric Fusion Welded): ASTM A53, Grade B
- Detailing fabrication and erection of structural steel shall conform to the AISC steel construction manual, latest ed
- Capacity: 150 Tons
- Approx. Weight: 2,200 lbs
Designed To Accept
- All Structural Steel (shapes and plates) shall conform to the following specifications:
Crosby G-2130 4"
- Wide Flange and W/T shapes: ASTM A992
150t Bolt Type Shackle
- Approx. Weight: 2C,2r0o0sblbysG-209 1 1/4"
- All Structural Stee1l (2sthSapcereswanPdinplSatheasc)kslheasll conform to the following sp- eAcllifwicealdtimonesta:l shall have a minimum tensile strength of 70 KSI.
- Wide Flange and W/T shapes: ASTM A992
- Channels, Angles W/T's and Plates: A36, A572 GR 50
- Hollow Structural Sections (HSS): ASTM A500, Grade B (Yeild Stress = 46 KSI) - Pipe (Seamless or Electric Fusion Welded): ASTM A53, Grade B
- Detailing fabrication and erection of structural steel shall conform to the AISC steel construction manual, latest edition. - All weldmetal shall have a minimum tensile strength of 70 KSI.
256
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