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Recent content by Bagman2524

  1. Bagman2524

    List of ACI Specifications

    I'm looking for a comprehensive list of ACI specifications. Any suggestions? Thanks in advance.
  2. Bagman2524

    Penetration in concrete wharf deck for potable water

    I have a job where a 8" potable water line will need to pass through an existing concrete wharf deck. Should some type of sleeve be installed in the penetration after it has been punched in the deck? There is no need for a watertight seal. All I know is P/A and Mc/I
  3. Bagman2524

    Epoxy Coated Rebar in Headwall?

    Galvanized rebar is another option All I know is P/A and Mc/I
  4. Bagman2524

    Cover Plate with Single Bolt

    I don't think so. The closest example I can find in the AISC manual is Figure 12-17 (13th edition). The added plates are above the top flange and below the bottom flange and extended the full width of the flange. There is a single row of bolts on each side of the web. Seems with 2 separate...
  5. Bagman2524

    HSS Columns Embedded Into Concrete Wall

    I believe only the portion of the stress triangle below the decoupled load on the right side is in compression. Thus only 1/3 of the triangular stress block is used. All I know is P/A and Mc/I
  6. Bagman2524

    Tilt-wall casting on structural slab

    Maybe try these guys or another company specializing in tilt up construction. https://www.korteco.com/construction-industry-articles/basics-tilt-construction/ All I know is P/A and Mc/I
  7. Bagman2524

    Past ASCE Wind Provisions

    I have a copy of ASCE 7-88 if you need info from a particular section. Whole thing is only about 100 pages long All I know is P/A and Mc/I
  8. Bagman2524

    Minimum stair width for industrial applications

    As mentioned, OSHA and NFPA-101 Life Safety Code differentiate between industrial egress stairs and industrial equipment access stairs. Egress stairs usually can't go below 36" width. equipment access stairs can go down to 22" width. All I know is P/A and Mc/I
  9. Bagman2524

    OSHA 29 CFR 1910 Subpart D 1910.28 Section 1910.28(b)(11)(ii) Table D-2 handrail inquiry

    I've been waiting on this Final Rules Notice which is supposed to clarify the issue on handrails required on stairs under 44" wide with two open sides: https://www.reginfo.gov/public/do/eAgendaViewRule?pubId=202110&RIN=1218-AD28 All I know is P/A and Mc/I
  10. Bagman2524

    Fire Alarm Box Required?

    Looks like the requirement in 907.2 only applies if the fire alarm system has automatic fire detectors or waterflow detectors All I know is P/A and Mc/I
  11. Bagman2524

    Confused by SS Specs and Grades

    Some of our materials are per ASTM and some in SAE. Some of our materials are custom like tabs or clips for which no ASTM or SAE spec seems to be applicable, so we're just calling them our as 304 SS. From what I can tell the original grades such as '304' originated by a joint AISI / SAE effort...
  12. Bagman2524

    Confused by SS Specs and Grades

    304 SS is the most common type of structural use SS. I believe 304 only refers to the chemical and mechanical properties, while other specs such as ASTM A240 (Plate, sheet), A276 bars and shapes, F593 Bolts, etc. But what exactly is the source document/organization for 304 or any other grade...
  13. Bagman2524

    Problem of assign effective length for StaadPro Analysis

    Agree that you need to assign Kx. X is the longitudinal axis. All I know is P/A and Mc/I
  14. Bagman2524

    ANSI A58.1-1955 - Minimum Design Live Loads

    Not sure if this is a complete copy All I know is P/A and Mc/Ihttps://files.engineering.com/getfile.aspx?folder=8288e95d-7348-418e-8467-452e2269c949&file=ANSI_A58_1_(1955)_-_Min_Design_Loads.pdf
  15. Bagman2524

    beam bracing

    A sketch would help All I know is P/A and Mc/I
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