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  • Cost-Effective Connection Details for Highway Sign, Luminaire, and Traffic Signal Structures
    EVALUATION OF FATIGUE TEST RESULTS..............................................................167 FATIGUE RESISTANCE OF UNSTIFFENED POLE-TO-TRANSVERSE PLATE FILLET WELDED CONNECTIONS.................................................................................172 FATIGUE RESISTANCE OF UNSTIFFENED POLE-TO-TRANSVERSE PLATE GROOVE WELDED CONNECTIONS .............................................................................174 .