Pocketbook of Useful Formulæ and Memoranda
for Civil and Mechanical Engineers

Forfatter: Guilford L. Molesworth

Sider: 744

UDK: 600 (093)

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Side af 764 Forrige Næste
237 OF ENGINEERING FORMULÆ. Life of Rails. (R. Price Williams.) (‘ Min. Inst. Civ. Eng.,’ vols. xxv. and xxvii.) Iron Rails. Life of Rails In Number j T _ of Trains, j In ToM' Great Northern Railway— Rising gradient 1 in 200 .. Falling gradient 1 in 200 .. Lancashire and Yorkshire— Falling gradient 1 in 130 .. Slow speed—level 119,455 57,536 65,529 47,445 58,851 62,399 203,112 24,702,861 11,760,926 13,484,661 9,6?9,078 12,116,382 12,451,784 38,803,128 Value of 1 mile, allowing 569Z. for old material = 13712 Tons. d. Cost per ton per mile with 12,000,000 = •0274 „ „ 24,000,000 =-0137 „ „ 36,000,000 = • 0091 Experiments at Camden Town. (C. P. Sandberg.) Mark of rail .. .. Crushed with tons Worn out with tons 1 I 7 I H. I E» I N. '3,680,000!4,140,00013,220,00<Jß,900,000 3,220,000 5,060,000 5,290,OXM,060,000'8,970,OMjB,520,000 Rails marked T, top and bottom formed of No. 2 iron, the remainder of puddle bars. „ Y, same as T, but the pile for the top slab of puddle iron, without any No. 2 iron „ H, top slab made of puddle bars hammered after the first heat, and rolled after the second heat. „ E, the same as H, but rolled after the first as well as the second heat. „ N, Pile composed of puddle bars, without any top slab. * Raila similar to those marked E were laid down on the Great Northern Railway, and had a Ufa of 13,000,000 toim.