stage, structural adequacy is evaluated using LFRD method by controlling the demand-to-capacity ratio limit of the members under the dominant gravity-seismic load combinations, the allowable deflection of the beams under service load combinations, and the lateral drift under seismic load combinations....
Service Limit State\n* Number of design lanes\n* Multiple presence factor of live load\n* Dynamic load allowance\n* Distribution of Live Loads per Lane\n* Wind Loads, Earthquake Loads\n* Plastic moment capacity of composite steel-concrete beam\n* LRFR Load Rating\n**Simplified LRFD Bridge...