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\fdO'^ - Old Forge Coal Mines

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230 STRENGTH OP MATERIALS.<br />

(609) The key has a shearing stress exerted on two<br />

sections; hence, each section must withstand a stress of<br />

10,000 pounds.<br />

20,000 ,^^^^ ,<br />

—^^r =<br />

2<br />

Using formula 65, with a factor of safety of 10,<br />

r, AS^ . 10 P 10X10,000<br />

Let d = width of key ;<br />

/ = thickness.<br />

Then, ^ / = ^ = 2 sq. in. But,<br />

problem,<br />

Hence, di = ^d' = '-Z; d' = 8; b = 2.828'<br />

from the conditions of the<br />

^ Ans.<br />

(610) From formula 75, the deflection S = a-^ry,<br />

and, from the table of Bending Moments, the coefficient a for<br />

the beam in question<br />

is --.<br />

48<br />

JV= 30 tons = GO, 000 lb. ; /=<br />

/ = 64<br />

54 inches; £ = 30,000,000;<br />

Tj c IX 60,000 X 54» ^_, .<br />

=-0064 m.<br />

48 X 30,000,000 X ,, Ans.<br />

d4<br />

Hence, 5 = o .^.q ^ .o^<br />

(611) {a) The circumference of a 7-strand rope is 3<br />

times the diameter; hence, C = 1^ x 3 = 3|'.<br />

Using formula 86, /"= 1,000 T" = 1,000 X (3i)' =<br />

14,062.5 1b. Ans.<br />

(d) Using formula 84,<br />

P=100C%orC=/^- = i/^-^^j^=5.9r. Ans.

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