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Steel Erection (Construction)
National Summary

OSHA's Steel Erection Standard addresses the hazards that have been identified as the major causes of injuries and fatalities in the steel erection industry. These are associated with working under loads; hoisting, landing and placing decking; column stability; double connections; landing and placing steel joints; and falls to lower levels.


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Directives03/22/2002 - Inspection policy and procedures for OSHA?s steel erection standards for construction07/22/2003National
Directives07/18/2004 - CPL 02-01-040 - Enforcement Policy on column Joists (PDF)07/18/2004National
Violations2009 Violation Summary for Steel Erection - Construction National
Violations2011 Violation Summary for Steel Erection - Construction National
Regulations29 CFR § 1926.750 Scope National
Regulations29 CFR § 1926.751 Definitions National
Regulations29 CFR § 1926.752 Site layout, site-specific erection plan and construction sequence National
Regulations29 CFR § 1926.753 Hoisting and rigging National
Regulations29 CFR § 1926.754 Structural steel assembly National
Regulations29 CFR § 1926.755 Column anchorage National
Regulations29 CFR § 1926.756 Beams and columns National
Regulations29 CFR § 1926.757 Open web steel joists National
Regulations29 CFR § 1926.758 Systems-engineered metal buildings National
Regulations29 CFR § 1926.759 Falling object protection National
Regulations29 CFR § 1926.760 Fall protection National
Regulations29 CFR § 1926.761 Training National
Final Rules29 CFR 1926 - Safety Standards for Steel Erection05/17/2010National
Proposed Rules29 CFR 1926 - Steel Erection; Slip Resistance of Skeletal Structural Steel07/15/2004National
Final Rules29 CFR 1926 - Steel Erection; Slip Resistance of Skeletal Structural Steel01/18/2006National
InterpretationsAcceptability of using a sleeve to anchor a column; protection from hazard of swaying columns.[1926.755(a)(1); 1926.755(a)(2)]11/17/2004National
NoticesAgency Information Collection Activities; Steel Erection06/09/2011National
InterpretationsApplication of steel erection standards to precast concrete and lift slab structures.[1926.750(a); 1926.750; 1926.750(b)(1); 1926.750(b)(2)]07/02/2002National
InterpretationsClarification of "Controlling Contractor" duties under the Steel Erection Standard (1926 Subpart R)[1926.752(a); 1926.752(c); 1926.755(b)(2); 1926.759(b); 1926.760(e)]01/30/2002National
InterpretationsClarification of steel erection joist field-bolting requirements in 29 CFR Part 1926 Subpart R.[1926.757(a)(8); 1926.757(a)(8)(i); 1926.757(a)(8)(ii); 1926.757(b)(1); 1926.757(b)(2); 1926.757(c)(2)]08/15/2002National
InterpretationsDesignation of an entire floor as a controlled decking zone for steel decking work.[1926.750; 1926.750(c); 1926.750(c)(3); 1926.750(c)(5)]12/22/2003National
InterpretationsDistinction between "column" and "post" in the Safety Standards for Steel Erection, 29 CFR 1926 SubpartR.09/17/2007National
InterpretationsEvaluation if moving point-to-point on concrete wall to make initial connections of structural steel ..04/05/2005National
InterpretationsEvaluation of shop-installed angle iron on the top beam flange in Steel Erection.[1926.754(c)(1); 1926.754(c)(1)(i)]12/24/2003National
InterpretationsInstallation of the HBS Composite Action System's continous plate prior to erection of beam poses tripping hazard.[1926.754(c)(1)(i)]12/11/2001National
InterpretationsPadded slings/wire rope during steel erection.[1926.251; 1926.251(c)(9); 1926.753; 1926.753(c)(2)] 03/31/2010National
InterpretationsPermissibility of using guardrail systems other than perimeter safety cables in steel erection.[1926.760(a)(1); 1926.760(a)(2); 1926.760(a)(3)]07/21/2003National
InterpretationsRequest for variance on tripping hazards for shear connectors.[1926.754(c)(1)(i)]07/05/2001National
InterpretationsRequirements for compressive-strength testing of concrete and mortar in a masonry wall during steel erection.[1926.752; 1926.752(a); 1926.752(a)(1)08/23/2004National
InterpretationsRequirements for perimeter columns and perimeter safety cables in the Steel Erection standard.[1926.756(e)(1); 1926.756(e); 1926.760(a)(2)]08/26/2003National
InterpretationsRevision of the applicability of the steel erection standard to pre-cast concrete erection work interpretation.[1926.704(e)] 08/23/2005National
InterpretationsSheer connector requirements in the steel erection standard to bridge repair/rehabilitation.01/23/2003National
InterpretationsSteel erection columns must be anchored by 4 rods and meet 300-lb strength criteria.[1926.755(a)(1); 1926.755(a)(2); 1926.752(b)]05/27/2004National
NoticesSteel Erection; Extension of the Office of Management and Budget's (OMB) Approval of Information Collection (Paperwork) Requirements03/02/2011National
NoticesSubpart R; Extension of the Office of Management and Budget's (OMB) Approval of Information Collection (Paperwork) Requirements02/14/2008National
NoticesSubpart R; Extension of the Office of Management and Budget's Approval of Information Collection Requirements12/27/2004National
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