# Standard Interpretations
1 - 1926.754 - Enforcement of Steel Erection Subpart R.
2 - 1926.754 - Slip resistance of skeletal structural steel.
3 - 1926.754 - Compliance of shop-installed steel angle or bent plates running along the length of the top flange of a perimeter beam.
4 - 1926.754 - Sheer connector requirements in the steel erection standard to bridge repair/rehabilitation.
5 - 1926.754 - Bridge construction will not be exempted from the sheer connector requirements of 1926.754(c)(1).
6 - 1926.754 - Decision to release the new compliance directive for the steel erection standard in draft form.
7 - 1926.754 - History and background of the Steel Erection Final Rule.
8 - 1926.754(b)(3) - Enforcement of Steel Erection Subpart R.
9 - 1926.754(c) - Prohibition of installation of sheer connectors and pour-stop angles to top flange of steel steel beams prior to decking.
10 - 1926.754(c)(1) - Prohibition of installation of sheer connectors and pour-stop angles to top flange of steel steel beams prior to decking.
11 - 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.
12 - 1926.754(c)(1)(i) - Fall protection requirements for shop-installed shear connectors at 20 feet above ground or a lower level.
13 - 1926.754(c)(1) - Fall protection requirements for shop-installed shear connectors at 20 feet above ground or a lower level.
14 - 1926.754(c)(1) - Bridge construction will not be exempted from the sheer connector requirements of 1926.754(c)(1).
15 - 1926.754(c)(1) - Sheer connector requirements in the steel erection standard to bridge repair/rehabilitation.
16 - 1926.754(c)(1) - "Threaded studs" are prohibited from being installed prior to decking when they project.
17 - 1926.754(c)(1)(i) - "Threaded studs" are prohibited from being installed prior to decking when they project.
18 - 1926.754(c)(1) - Evaluation of shop-installed angle iron on the top beam flange in Steel Erection.
19 - 1926.754(c)(1)(i) - Evaluation of shop-installed angle iron on the top beam flange in Steel Erection.
20 - 1926.754(c)(1) - Clarification regarding shop installed continuous bent plate in steel erection
21 - 1926.754(e)(3)(i) - Compliance of Purlin Glide to OSHA steel erection standards.
22 - 1926.754(e)(3)(i) - Whether certain skylights meet the cover criteria of 1926 Subpart M.
23 - 1926.754(e)(3)(iv) - Whether certain skylights meet the cover criteria of 1926 Subpart M.
24 - 1926.754(c)(1)(i) - Request for variance on tripping hazards for shear connectors.
25 - 1926.754(c)(1)(i) - Installation of the HBS Composite Action System's continous plate prior to erection of beam poses tripping hazard.
26 - 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.
27 - 1926.754(c)(3) - Development of slip-resistance testing methods on structural steel.
28 - 1926.754(c)(3) - Slip resistance of skeletal structural steel.