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Steel Erection: The Revised Subpart R (OSHA Directorate of Construction presentation), slide 1: The New Steel Erection Rule:
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Steel Erection: The Revised Subpart R (OSHA Directorate of Construction presentation)

OSHA's own overview deck of the Subpart R steel erection standard (29 CFR 1926.750-761): site layout, hoisting and rigging, column anchorage, decking, fall protection and training. Archival (early 2000s) but the standard is unchanged.

Slide text

· 23 slides · by U.S. Department of Labor, OSHA

The words on each slide as the author wrote them, read from the file by software so they can be searched. Layout, pictures and tables are not shown here: the slides above and the download are the original.

  1. Slide 1

    The New Steel Erection Rule:

    • Highlights
  2. Slide 2

    Steel Erection Final Rule

    • Published January 18, 2001
    • Implemented January 18, 2002
    • Includes exceptions for some provisions
  3. Slide 3

    Scope

    • Covers all employers engaged in steel erection activities
    • Contains two lists of activities:
    • Primary list: All are covered (connecting, bracing, guying…)
    • Ancillary list: Covered only “when they occur during and are a part of steel erection activities” (sealing, caulking, etc…)
    • 1926.750(b)
  4. Slide 4

    Scope (cont’d)

    • Does not apply to:
    • Electrical transmission towers
    • Communication and broadcast towers
    • Tanks
    • 1926.750(a)
  5. Slide 5

    Steel Erection Decision Tree

    • Is the activity at the jobsite listed in 1926.750(b)(1)?
    • Yes
    • No
    • Then this activity IS covered by Subpart R
    • IS the activity listed in .750(b)(2)?
    • Yes
    • Then you must determine if this is going on in conjunction with (during and a part of) steel erection activities in (b)(1). A question to ask: Does this (b)(2) activity have to be done for steel erection to continue: If yes, and if done during (b)(1) activities, then it is covered by the standard.
    • No
    • Because it is listed in neither
    • (b)(1) nor (b)(2), it is not covered by the standard.
  6. Slide 6

    Key Provisions of the Rule

    • Site layout
    • Hoisting and rigging
    • Structural steel stability requirements
    • Column anchorage
    • Beams and columns
    • Open web steel joists
    • Structural steel assembly
  7. Slide 7

    Key Provisions of the Rule (cont’d)

    • Systems-engineered metal buildings
    • Falling object protection
    • Fall protection
    • Worker training
  8. Slide 8

    Site Layout

    • Adequate layout area
    • Adequate access roads
    • 1926.752(c)
  9. Slide 9

    Hoisting and Rigging

    • Provides additional crane safety for steel erection
    • Minimizes employee exposure to overhead loads through pre-planning and work practice requirements
  10. Slide 10

    Hoisting and Rigging (cont’d)

    • Prescribes proper procedures for multiple lifts (Christmas-treeing)
    • 1926.753(e)
  11. Slide 11

    Column Anchorage

    • Minimum 4 anchor bolts per column
    • Written notification of proper curing of concrete in footings, piers, walls for steel columns
    • Written notification of adequacy of anchor bolts modified/repaired in the field
    • 1926.752(a)
  12. Slide 12

    Beams and Columns

    • Two bolts per connection before releasing hoisting line
    • Safe procedures for making double connections at columns
  13. Slide 13

    Open Web Steel Joists

    • Minimize the risk of collapse of lightweight steel joists by:
    • Specifying erection bridging and method of attachment
    • Requiring erection bridging to be anchored to terminus point
    • Specifying method of placing loads on steel joists
  14. Slide 14

    Structural Steel Assembly

    • Specific work practices:
    • Hoisting deck bundles
  15. Slide 15

    Structural Steel Assembly (cont’d)

    • Minimizing fall hazards:
    • Trip hazards
    • Interior holes/openings
    • Slip hazards
    • Shear Connectors
  16. Slide 16

    Systems-Engineered Metal

    • Buildings
    • Requirements to minimize the risk of collapse in the erection of these specialized structures that account for a major portion of steel erection in this country
  17. Slide 17

    Falling Object Protection

    • Provisions that address hazards of falling objects in steel erection
    • Note: Does not apply to materials being hoisted
  18. Slide 18

    Fall Protection

    • Above 30 feet/2 stories: All workers must be protected, including connectors and deckers
    • Between 15 and 30 feet/2 stories: Workers must be protected EXCEPT:
    • Connectors
    • Deckers working in controlled decking zone (CDZ)
  19. Slide 19

    Fall Protection (cont’d)

    • Connectors between 15 and 30 feet/2 stories
    • All equipment necessary to be capable of being used to be tied off (or safety nets) must be in place
    • Not required to tie off
    • 1926.760(b)
  20. Slide 20

    Fall Protection (cont’d)

    • Deckers between 15 and 30 feet/2 stories
    • Can use a controlled decking zone (CDZ) instead of fall protection
    • 1926.760(c)
  21. Slide 21

    Training

    • Qualified person to train exposed workers in fall protection
    • Qualified person to train exposed workers engaged in special, high-risk activities
  22. Slide 22

    Specific Controlling Contractor Duties

    • Notify the steel erector in writing regarding concrete cure and anchor bolt changes
    • Provide adequate layout areas and onsite access roads
    • Preclude work below steel erection unless there is overhead protection
    • Choose whether to accept responsibility for maintaining fall protection equipment left by erector (otherwise it must be removed)
  23. Slide 23

    OSHA’s Website

    • View the complete standard at www.os
    • ha.gov
    • View the steel erection information website at www.osha.gov/steelerection/in
    • dex.html

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