WebThe bearing at the intermediate pier is fixed and is not subject to shear deformation due to the lack of movements. According to S14.7.5.3.2, the maximum compressive stress limit under service limit state for bearings fixed against shear deformations: s s £ 2.00GS £ 1.75 ksi (S14.7.5.3.2-3) s L £ 1.00GS (S14.7.5.3.2-4) where: s WebSee the plain elastomeric pad article [BDM 5.7.4]. For slopes greater than 5.5% (0.055 radians) the designer shall use a low profile fixed bearing [BSB SS 4541C-4541E]. (3) Use rocker or bronze plate sliding bearings shown on standard sheets [BSB SS 1008a, 1008b, and 1009a and 4541-4541B] only as needed to match existing bearings for bridge
Bridge Bearing Replacement - Transportation Research Board
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DECK SECTION - South Carolina Department of Transportation
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