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- W658222012 abstract "IN TESTING A LOW TRUSS STEEL BRIDGE, EIGHT TEST VEHICLES WERE USED RANGING FROM A TWO-AXLE 27,830-LB. TRUCK TO A FIVE-AXLE 150,000-LB. TANK TRANSPORTER. THE BRIDGE HAD A SPAN OF 110 FT. 8 IN. BETWEEN CENTERS OF BEARING. ELECTRO-MAGNETIC GAGES WERE USED, AND DURING EACH RUN OF A TEST VEHICLE, 24 SIMULTANEOUS STRESSES WERE RECORDED. FIGURES ARE PRESENTED FOR TYPICAL TRUSS MEMBERS, SHOWING STATIC STRESSES, IMPACT STRESSES AT VARIOUS SPEEDS AND SECONDARY STRESSES. DATA ARE PRESENTED ON VERTICAL AND TRANSVERSE HORIZONTAL TRUSS DEFLECTIONS AT THE CENTER OF THE SPAN AND STRESSES IN THE FLOOR SYSTEM ARE DISCUSSED. WHILE THESE DATA APPLY ONLY TO THE PARTICULAR BRIDGE TESTED, IT IS BELIEVED THAT THE RESULTS WILL HAVE SOME BEARING ON THE DESIGN OF HIGHWAY BRIDGES IN GENERAL. /AUTHOR/" @default.
- W658222012 created "2016-06-24" @default.
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- W658222012 date "1950-01-01" @default.
- W658222012 modified "2023-09-23" @default.
- W658222012 title "LIVE LOAD STRESS MEASUREMENTS ON THE FORT LOUDON BRIDGE, PENNSYLVANIA" @default.
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