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  1. Fercho2006

    LL on Pier Caps

    I ran a 1' unit-width bridge model on CONBOX Software and it came up with the Truck/Lane reactions (43.97 kips),Does any body could please tell me if the correct way to apply LL on my Pier Caps and IEB is by dividing this value by 2 (Single Line of Wheels) and applying the result according to...
  2. Fercho2006

    Integral End Bents Analysis and Design

    Does anybody could share the methodology for IEB's analysis and design? How LL is applied? Is it designed as a continuous beam? What is effective d? Thanks. Note: IEB's subject to vertical loads only

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