#	Standard Interpretations
1	03/10/2006 - 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.
2	12/21/2001 - 1926.755 - Decision to release the new compliance directive for the steel erection standard in draft form.
3	09/27/2001 - 1926.755 - History and background of the Steel Erection Final Rule.
4	05/27/2004 - 1926.755(a)(1) - Steel erection columns must be anchored by 4 rods and meet 300-lb strength criteria.
5	05/27/2004 - 1926.755(a)(2) - Steel erection columns must be anchored by 4 rods and meet 300-lb strength criteria.
6	11/17/2004 - 1926.755(a)(1) - Acceptability of using a sleeve to anchor a column; protection from hazard of swaying columns.
7	11/17/2004 - 1926.755(a)(2) - Acceptability of using a sleeve to anchor a column; protection from hazard of swaying columns.
8	03/10/2006 - 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.
9	12/27/2002 - 1926.755(b) - Mortar testing requirements and controlling contractor responsibilities under the Steel Erection Standard
10	12/23/2005 - 1926.755(b) - Notification requirements for concrete compressive strength and anchor bolt modifications.
11	12/23/2005 - 1926.755(b)(2) - Notification requirements for concrete compressive strength and anchor bolt modifications.
12	01/30/2002 - 1926.755(b)(2) - Clarification of "Controlling Contractor" duties under the Steel Erection Standard (1926 Subpart R)