Browse Dept. of Civil and Environmental Engineering by Author "Nagle, Thomas J."

  • Nagle, Thomas J.; Kuchma, Daniel A. (Newmark Structural Engineering Laboratory. University of Illinois at Urbana-Champaign., 2007-12)
    Code based shear design provisions principally use a sectional force design procedure in which it is assumed that plane sections remain plane. However, the shear capacity of a member may be limited by other shear related ...

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  • Nagle, Thomas J. (2007)
    It was also determined that the requirement for longitudinal tension reinforcement near the support included in the 4th edition of the AASHTO LRFD Bridge Design Specifications may underestimate the demand on longitudinal ...

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