. per span.The live is taken as 100 lbs. per sq. ft., or a total for thespan of 52,000 lbs. Therefore the total dead and live load is64,990 lbs. The horizontal wind load is assumed as 500 lbs. perlineal ft. of span. Tig. 2, shows the composition of the several membersof the tallest trestle bent,…
Bridges · Theses
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