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AASHTOLRFD BRIDGE DESIGN SPECIFICATIONS (SI);>;nh'::";In·~'nlj.rf,;~uri-Mmun[-~1I1-!1l1'r1l1L,jFigure 14.S.6.9.7b-3 Force Effects Associated with Type C Cracking. 14.6 REQUIREMENTS 14.6.1 General Bearings may be fixed or movable as required for the bridge design. Movable bearings may include guides to control the direction of translation. Fixed and guided bearings shall be designed to resist all loads and restrain unwanted translation. Unless otherwise noted, the resistance factor
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