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DEPARTMENT OF LABOR

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Standard Interpretations

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• Publication Date
• Standard #

Standard Number > 1926 > 1926.755

• 1926.755 - Decision to release the new compliance directive for the steel erection standard in draft form. - 12/21/2001
• 1926.755 - History and background of the Steel Erection Final Rule. - 09/27/2001
• 1926.755 - Whether the four-bolt requirement in 1926.755(a)(1) applies to a pre-existing column that will be left in place during a renovation/alteration project. - 03/10/2006
• 1926.755(a)(1) - Acceptability of using a sleeve to anchor a column; protection from hazard of swaying columns. - 11/17/2004
• 1926.755(a)(1) - Steel erection columns must be anchored by 4 rods and meet 300-lb strength criteria. - 05/27/2004
• 1926.755(a)(1) - Whether the four-bolt requirement in 1926.755(a)(1) applies to a pre-existing column that will be left in place during a renovation/alteration project. - 03/10/2006
• 1926.755(a)(2) - Acceptability of using a sleeve to anchor a column; protection from hazard of swaying columns. - 11/17/2004
• 1926.755(a)(2) - Steel erection columns must be anchored by 4 rods and meet 300-lb strength criteria. - 05/27/2004
• 1926.755(b) - Mortar testing requirements and controlling contractor responsibilities under the Steel Erection Standard. - 12/27/2002
• 1926.755(b) - Notification requirements for concrete compressive strength and anchor bolt modifications. - 12/23/2005
• 1926.755(b)(2) - Clarification of "Controlling Contractor" duties under the Steel Erection Standard (1926 Subpart R) - 01/30/2002
• 1926.755(b)(2) - Notification requirements for concrete compressive strength and anchor bolt modifications. - 12/23/2005

• OSH Act - Section 5(a)(1)