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Design Standards
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Design Standards:
All Gorbel® Jib and Work Station Cranes are structurally designed in accordance
with the
AISC Steel Construction Manual
All Gorbel® Jib and Work Station Cranes are in accordance with
OSHA
Specification 1910.179 and ANSI Specification B30.11, as they apply to
Jib and Overhead Cranes. All Gorbel® Work Station Cranes meet or exceed the
requirements of
MMA MH27.2 specification for enclosed track systems.
All Gorbel® Cleveland Tramrail® systems meet or exceed the requirements of
MMA MH27.1.
All Work Station Cranes are in accordance with the following Canadian Standards
as they apply to Overhead Cranes: CSA Standard B167-96 and CSA Standard
C22.2 No.33-M1984 (re-affirmed 1992)
All Gorbel® Jib and Work Station Cranes have a design factor of
15% of the allowable capacity for hoist weight and 25% of the allowable capacity
for impact.
Fabrication Standards:
All welding is in accordance with
AWS D14.1, and is performed by
certified welders.
All holes in steel with bearing loads are either punched or drilled. Flame cut
holes are not permitted in these applications.
Material Standards:
All structural shapes used by Gorbel are a minimum of
ASTM A-36
designation. All pipes are structural grade
ASTM A-53 and all tubing is
ASTM A-500.
All plate and round bar has minimum yield strength of 36 KSI.
Painting procedure:
All Gorbel® Jib and Work Station structural components are shotblasted and/or
washed utilizing a high pressure/high temperature iron phosphate solution prior
to painting. A conventional air-assisted, airless paint system is used to apply
a high solids industrial baking enamel which is cured at elevated temperatures
inside and industrial oven.
Some pre-assembled components (ex. Work Station Crane end trucks and hoist
trolleys) are powder-coated finish.
Deflection Allowed:
Consider both deflection and stress. The difference in elevation of the track between an
unloaded crane and fully loaded crane; measure in inches. L= support center
distance. Gorbel tends to have stricter deflection guidelines than others in
the industry because we consider both deflection and stress.
Work Station Cranes: Typical design guidelines are L/450 for bridge
cranes
Work Station Jib Cranes: Typical design guidelines are L/320 for wall
mounted (WSJ200), L/200 for free standing (WSJ360), and L/450 for aluminum work
station jibs (AL100).
Jib Cranes: Typical design guidelines are L/150 for wall cantilever (WC),
free standing (FS), mast type (MT), and L/450 for wall bracket (WB) cranes. Due
to configuration restrictions some models may not meet these guidelines.
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