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Codes are being revised every few years. Future codes should incorporate principles of sustainability and context sensitive design. Practice needs to be backed with sound theory. From personal experience and observations the author nds: 1. It may not be accurate enough to use Rankine or Coulomb empirical formulae in seismic zones. Also, most pier caps act as deep beams. Their shear reinforcing details should use the strut and tie model as given in LRFD code. 2. Fabricator and erector shall follow AASHTO construction speci cations and t-up shall be assumed to be performed under the no-load condition for which evaluation of erection stress is required. 3. Construction load combinations not covered by AASHTO LRFD bridge design code are summarized: For strength I condition, use all dead load of bridge components (DC), utilities (DW), construction equipment load (CEL) such as screed, and construction live load (CLL).
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After you have done this, the next time a user connects who is associated with this group policy, the client profile will automatically be downloaded to the user s desktop and
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