For beams that have excessive haunch or beam steps, create new S2 bars and adjust heights in one-inch increments or provide #4 hairpin bars in accordance with EPG 751.10.1.14 Girder and Beam Haunch.
Information The following tables provide information to be used in developing Box Beam bridge plans. DC and DW loads are provided to aid in determining the bearing load of each beam.
Information The researchers developed three-dimensional FEA models to simulate the behavior of adjacent box-beam bridges under various loading and environmental conditions.
Information It was found that UHPC connections can be a resilient and innovative solution to prevent connection degradation in adjacent box beam superstructure systems, advancing the state of the
Information Non-epoxy reinforcement may be used for fabrication purposes, only, provided that the steel is not used in the top 5" of the beam and the location of the steel is indicated on the shop drawings.
Information For box beams with a composite concrete slab overlay, compute deflections due to slab weight and composite dead loads assuming the beam and slab to have the same modulus of elasticity.
Information For beams that have excessive haunch or beam steps, create new S2 bars and adjust heights in one-inch increments or provide #4 hairpin bars in accordance with EPG 751.10.1.14 Girder
Information Distribution factor for moment in interior beam, DFMIB = (DFMI) (RM) = 0.581 lanes/beam Distribution factor for moment in exterior beam, DFMEB = (DFME) (RM) = 0.714 lanes/beam Distribution factor
Information Since the exterior beam can be of a different width than the interior beam, the Live Load Distribution Factors need to be calculated for an interior beam that has the same width as the exterior beam.
Information I designed a bridge with prestressed concrete box beams and composite concrete deck about one year ago. We used Staadpro 2005 to model the deck using elements and the graphic
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