Tag Archive for Tag: Distribution for LRFD

Tag: Distribution for LRFD Distribution of Loads through Decks

Specifications of the American Association of State Highway and Transportation Officials (AASHTO) require that the width of a bridge roadway between curbs be divided into design traffic lanes 12 ft wide and loads located to produce maximum stress in supporting members. (Fractional parts of design lanes are not used.) Roadway widths from 20 to 24 ft, however, should have two design lanes, each

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