. American engineer . 41,400 205 4,020 5,800 7,900 10,300 13,040 16,100 19,470 23,100 27,270 31,600 36,200 41,200 46,500 52,100 58,000 64,400 77,900 85,200 92,800 100,600 108,800 117,400 126,200 135,400 145,000 210 4,123 5,938 8,082 10,556 13,358 16,493 19,957 23,751 27,874 32,327 37,110 42,223 47,666 53,339 59,541 65,974 72,736 79,828 87,250 95,002 103,000 115,000 120,600 129,300 139,000 148,400 2204,330 6,221 5,002 8,467 8 in . 6 534 9 in 8 269 10 in 10,210 11 in 12,354 14,703 17,255 20,012 15 in 22,972 16 in 26,138 17 in 29,507 36,859 20 in 40,841 21 in 45,027 22 in 91,
. American engineer . 41,400 205 4,020 5,800 7,900 10,300 13,040 16,100 19,470 23,100 27,270 31,600 36,200 41,200 46,500 52,100 58,000 64,400 77,900 85,200 92,800 100,600 108,800 117,400 126,200 135,400 145,000 210 4,123 5,938 8,082 10,556 13,358 16,493 19,957 23,751 27,874 32,327 37,110 42,223 47,666 53,339 59,541 65,974 72,736 79,828 87,250 95,002 103,000 115,000 120,600 129,300 139,000 148,400 2204,330 6,221 5,002 8,467 8 in . 6 534 9 in 8 269 10 in 10,210 11 in 12,354 14,703 17,255 20,012 15 in 22,972 16 in 26,138 17 in 29,507 36,859 20 in 40,841 21 in 45,027 22 in 91,40599,526108,000 58,811 25 in 26 in 126,000135,500145,200155,000 30 in ArRiL, 1913. AMERICAN ENGINEER. 177 from Table VIII. (Based on tests made by the Pencoyd IronWorks.) Next test the rods as a beam loaded uniformly by centrifugalforce and compression or tension due to the piston load(Diagram \ll). Ilbcr stress per square inch := f = fi — 8 g r R A f + fi should not exceed 10,000 lbs. per sq. in. at Ior side rods over 90 in. center to center use an I section.
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Keywords: ., bookcentury1900, bookdecade1910, booksubjectrailroa, bookyear1912
