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  1. kpkoma

    ACI 318 Appendix D Software

    Anyone run across any good software to help with the mind-numbing calculations of Appendix D? Thanks
  2. kpkoma

    Web Openings in Channels

    Does anyone know of published design procedures for designing channels with web openings? Thanks
  3. kpkoma

    LTB Bracing Using Web Stiffeners?

    Thank you all for the valuable input. I am going to add studs above that required for composite, specify their location adjacent to the stiffener, and do a detailed analysis of the required load and stiffness. Haynewp, my project is classified as IIIE, so I am slogging my way through the TI...
  4. kpkoma

    LTB Bracing Using Web Stiffeners?

    I am designing a building that needs to meet the requirements of UFC 4-023-03 "Design of Buildings to Resist Progressive Collapse". One of the provisions in this manual requires that the floor framing be designed for a net uplift load equal to the self wt. DL + 0.5LL. This results in huge...
  5. kpkoma

    Precomposite Dead Load deflection limits

    I typically camber out 3/4 of precomposite DL if this value is greater than 3/4". Given the slight rotational stiffness of simple connections, I get a little concerned that if I camber for the full DL, my studs may start showing at midspan if the camber doesn't come out as I expect

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