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