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  1. JeffVolcan

    ASCE 7-10 Seismic Loads - Cable Tray

    OK, thank you for your response. Do you know which AASHTO section covers the seismic design of attachments to bridge structures?
  2. JeffVolcan

    ASCE 7-10 Seismic Loads - Cable Tray

    I am performing calculations on a cable tray attached to a bridge structure. I get my ap=2.5 and Rp=6 from Table 13.6-1. In the formula Fp=(.4*ap*sps*Wp)/(Rp/Ip) * (1=2/h). I would like to set 2/h to zero since the cable tray is attached to a seismically designed structure (the bridge). Is...

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