0.011938.4;; Dead x)anel load - 1/-^. xt^038.4 - 2997.0 say 3000.7f 16. the 15-ton engine caused greater stress in the trusses than theuniform load did. Impact was considered as specified. The stressesv/ere calculated in the usual manner and are shown on Plates I, andII. The efficiencies of those…
Bridges · Iron and steel bridges · Theses
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