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| # | Standard Interpretations |
|---|---|
| 1 | - 1926.754(c)(1) - Clarification regarding shop installed continuous bent plate in steel erection |
| 2 | - 1926.754(c)(1) - Prohibition of installation of sheer connectors and pour-stop angles to top flange of steel steel beams prior to decking. |
| 3 | - 1926.754(c)(1) - Evaluation of shop-installed angle iron on the top beam flange in Steel Erection. |
| 4 | - 1926.754(c)(1) - "Threaded studs" are prohibited from being installed prior to decking when they project. |
| 5 | - 1926.754(c)(1) - Sheer connector requirements in the steel erection standard to bridge repair/rehabilitation. |
| 6 | - 1926.754(c)(1) - Fall protection requirements for shop-installed shear connectors at 20 feet above ground or a lower level. |
| 7 | - 1926.754(c)(1) - Bridge construction will not be exempted from the sheer connector requirements of 1926.754(c)(1). |