ForsideBøgerPocketbook of Useful Form…and Mechanical Engineers

Pocketbook of Useful Formulæ and Memoranda
for Civil and Mechanical Engineers

Forfatter: Guilford L. Molesworth

Sider: 744

UDK: 600 (093)

Søgning i bogen

Den bedste måde at søge i bogen er ved at downloade PDF'en og søge i den.

Derved får du fremhævet ordene visuelt direkte på billedet af siden.

Download PDF

Digitaliseret bog

Bogens tekst er maskinlæst, så der kan være en del fejl og mangler.

Side af 764 Forrige Næste
404 Molesworth’s pocket-book Torsional Moment op Resistance for Shafts. (E. J. Edwards.) ' TT Calculated from the formula M = —- f d%. 16 1 co pi i m $ .S .8 § M = Movement of resistance to torsion, tt = 3-14159. / = Stress per square inch, d = Diameter of shaft in inches. = 8000 to 10,u00 lbs. for wrought iron, and 4000 to 5000 lbs. for cast iron. Dia- meter. /= soso ;/= loooo lbs. lbs. Dia- meter. / = S0()0 11». /= 1O003 lbs, inches. 1 1,570 1,962 inches, n 598,293 747,866 li 3,066 3,832 n 662,344 827,930 11 5,299 6,624 n 730,810 913,512 u 8,414 10,517 8 803,840 1,004,800 2 12,560 15,TOO 8i 964,176 1,205,220 2i 17,883 22,354 9 1,144,530 1,430,062 2i 24,5311 30,664 91 1,316,079 1,682,599 2i 32,6511 40,814 10 ],570,000 1,962,500 3 42,390 52,988 10} 1,817,471 2,271,839 3i 53,895 67,369 11 2,089,R70 2,612,088 3i 67,314 84,143 Hi 2,387,774 2,984,717 3f 82,793 103,491 12 2,712,960 3,391 ,'2i'O 4 100,480 125,600 13 3,449,290 4,311,612 4| 120,522 150,652 143,066 178,833 14 4,308,080 5,385,160 44 15 5,298,750 6,623,438 4< 168,260 210,325 16 6,430,720 8,038,400 5 196,250 245,313 17 7,713,410 9,641,762 6$ 227,184 233,980 18 9,156,240 11,445,300 5i 261,209 326,511 19 10,768,630 13,460,788 5J 298,472 373,090 20 12,560,000 15,700,000 6 339,120 423,900 21 14,539,770 18,174,710 6i 383,300 479,125 22 16,717,360 20,896,700 431,161 538,951 23 19,102,190 23,877,738 6| 482,8481603,560 21 21,703,680 27,129,600 7 i538,510 673,138 ■2 2 8 o B Erample —Ilequired to find a shaft for a drum having 2$ tons pulling ou it at 17" radius and taking/= 8000 lbs. . The moment of weight = WI = 2i X 2240 X 17 - 95,200 inch-lbs ; the torsional moment of resistance must be equal or greater than this amount. Find in the table the number next higher, which in this case is 100,480 oppo- Bite 4" diameter which will be the size of shaft required in wrought iron. If for cast-irun ehaft and j i 4bOU lbs., theu 6" diameter is the size, since ~ = 98125.