# Federal Register
1 - 1926.752(a)(1) - 89:45017-45019 - Steel Erection Standard; Extension of the Office of Management and Budget's (OMB) Approval of Information Collection (Paperwork) Requirements - PDF
2 - 1926.752(a)(1) - 85:66360-66363 - Steel Erection Standard; Extension of the Office of Management and Budget's (OMB) Approval of Information Collection (Paperwork) Requirements - PDF
3 - 1926.752(a)(1) - 79:35189-35191 - Steel Erection; Extension of the Office of Management and Budget's (OMB) Approval of Information Collection (Paperwork) Requirements - PDF
# Standard Interpretations
1 - 1926.752(a)(1) - Whether the notification required in §1926.752(a)(1) (attained concrete strength) must be given where steel will be erected on a long-existed concrete slab.
2 - 1926.752(a)(1) - Requirements for compressive-strength testing of concrete and mortar in a masonry wall during steel erection.
3 - 1926.752(a)(1) - Field-cured concrete sample cylinders must be subjected to similar conditions as the footings/walls; acceptable use of the Windsor Probe/Pin testing method.
4 - 1926.752(a)(1) - Written notification of ASTM strength test for mortar in masonry piers/walls prior to steel erection.
5 - 1926.752(a)(1) - Mortar testing requirements and controlling contractor responsibilities under the Steel Erection Standard
6 - 1926.752(a)(1) - Steel erection concrete testing requirements and number of samples required to be taken
# Regulations
1 - - Site layout, site-specific erection plan and construction sequence.