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A special effect of the railway live load that must be considered is nosing. This is the lateral force produced on the rail by the locomotive weaving between the rails. It is specified to be a single moving force of 20,000 lb applied at the top of the rail in either direction. It is to be applied to one track only, regardless of the number of tracks carried by the bridge. 0 0 0 . 0 o 0 00 0000 0000 00 00 CD ~~ 0000 CD CD CD ~~ 00 00 ~ o. NN 1010 0 0 0 . 0 0000 0000 0000 o o o. CDCDCDg 10 10 000 .
Welded Structural Design, Canadian Welding Bureau. 26 PREPARED BY A COMMITTEE CONSISTING OF: F. H. RAY, Chairman Ohio State Dept. of High ways M. COUCH Bethlehem Steel Co. P. A. BARNES N. Y. S. Dept. of Public Works S. A. GREENBERG Welding Consultant J. L. MOON New York State Dept. a/Transportation California Div. of Highways O. W. BLODGETT The Lincoln Electric Co. _ _ _ _ CHAPTER 82 BRIDGES INTRODUCTION In most situations, bridges are subject to dynamic and repetitive live loads, and buildings are subject to static live loads.
1, Canadian Standards Association. "Structural Welding," Lambert Tall, Welding Design and Fabrication (January through December 1964). Specification for Design, Fabrication and Erection of Structural Steels for Building, American Institute of Steel Construction. Standard Specifications for Welding of Steel Structures, CSA Standard W59, Canadian Standards Association. Ultrasonic Testing Inspection for Butt Welds in Highway & Railway Bridges, Bureau of Public Roads (1968). Available from Superintendent of Documents, U.
