#	Standard Interpretations
1	06/19/2014 - 1926.754(c)(1) - Clarification regarding shop installed continuous bent plate in steel erection
2	03/11/2004 - 1926.754(c)(1)(i) - Prohibition of installation of sheer connectors and pour-stop angles to top flange of steel steel beams prior to decking.
3	03/11/2004 - 1926.754(c)(1), 1926.754(c)(1)(i) - Prohibition of installation of sheer connectors and pour-stop angles to top flange of steel steel beams prior to decking.
4	01/23/2004 - 1926.754(c)(1)(i) - Compliance of shop-installed steel angle or bent plates running along the length of the top flange of a perimeter beam.
5	12/24/2003 - 1926.754(c)(1)(i) - Evaluation of shop-installed angle iron on the top beam flange in Steel Erection.
6	12/24/2003 - 1926.754(c)(1), 1926.754(c)(1)(i) - Evaluation of shop-installed angle iron on the top beam flange in Steel Erection.
7	12/11/2003 - 1926.754(c)(1)(i) - "Threaded studs" are prohibited from being installed prior to decking when they project.
8	12/11/2003 - 1926.754(c)(1), 1926.754(c)(1)(i) - "Threaded studs" are prohibited from being installed prior to decking when they project.
9	01/23/2003 - 1926.754(c)(1) - Sheer connector requirements in the steel erection standard to bridge repair/rehabilitation.
10	04/08/2002 - 1926.754(c)(1)(i) - Fall protection requirements for shop-installed shear connectors at 20 feet above ground or a lower level.
11	04/08/2002 - 1926.754(c)(1)(i), 1926.754(c)(1) - Fall protection requirements for shop-installed shear connectors at 20 feet above ground or a lower level.
12	12/27/2001 - 1926.754(c)(1) - Bridge construction will not be exempted from the sheer connector requirements of 1926.754(c)(1).
13	12/11/2001 - 1926.754(c)(1)(i) - Installation of the HBS Composite Action System's continous plate prior to erection of beam poses tripping hazard.
14	07/05/2001 - 1926.754(c)(1)(i) - Request for variance on tripping hazards for shear connectors.