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  • Users: CalPoly09
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  1. CalPoly09

    AISC 13th Edition Pin Shear

    Did the allowable pin shear change in the AISC 13th edition from the 0.22Fu in the 9th edition? If it has or if it is the same, please reference a page #. thanks
  2. CalPoly09

    AASHTO Rating Factor RF

    Does anyone know where to find the C value in the following equation RF = (C-A1*D) / [A2L(1+I)] eq. 6B.5.1-1 in the AASHTO Manual for Bridge Evaluation
  3. CalPoly09

    HL93 LRFD Bridge Design Loading

    AASHTO specs out a 0.64klf lane loading for a ten foot width and a single design truck to be applied in a simple span bridge. Does the number of design trucks that are applied to the span change depending on the span? If it does what is the spacing between them? References to AASHTO would...

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