e dead load was found to be 6000 lbs. per panel. Thelive load is taken as 100 lbs. per sq. ft., or a total of 22750lbs. per panel. Pig. 10 page 18, shows the composition of the severalmembers of the east span, the stresses in each member, and also theper cent of efficiency of the members. Prom the…
Bridges · Theses
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