k H-s.O 1 k O l o Q v o <o<o 5! … ) 18. Art. 9. Calculation of Stresses. For the calculation of the dead load the floor beamsare taken as 201 I* x 65.1 and the stringers as 12 {* x 31.5#. Theresults are shown in Table IV. Table IV. Dead Load Weights. Span.Ho.of Wt. of Y/t. of Wt. of Total Dead Live ft. Panels Steel Floor Floors…
Bridges · Iron and steel bridges · Theses
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