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\fdO'^ - Old Forge Coal Mines

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STRENGTH OF MATERIALS. 221<br />

(586) Here IF = 21,000; /= 10 ; 5, = 150,000; ^ =<br />

6,250; / = 7.5 X 12 = 90*. For using formula 78, we have<br />

.3183 IVf _ .3183 X 21,000 X 10 ~<br />

_<br />

S,<br />

150,000<br />

11^^11X81(^^20.7360.<br />

g- 6250<br />

--4455.<br />

Therefore,<br />

d= 1.41421^.4456 + i^.U56 (.4456 + 20.7300) =<br />

1.4142-/. 4456 + 3.0722 = 2.65', or say 2f'.<br />

(587) For this case, A = 3.1416 sq. in. ; /=<br />

48'; 5, = 55,000; /= 10; /= .7854; ^=20,250.<br />

Substituting these values in formula 76,<br />

W=<br />

S,A 55,000X3.1416<br />

A^'\ .J. 3.1416 X 48'<br />

.<br />

/(x.f) 4, 20,250 X .7854/<br />

5,500 X 3.1416<br />

1.4551<br />

Steam pressure = 60 lb. per sq. in.<br />

rru c<br />

4 X 12 =<br />

f loo^a<br />

gQ 1.4551X60<br />

Hence d^ - 5>500X 3.1416 _<br />

^^"""^'"^ - " ^^^' "^^'^^y*<br />

.7854 X 1.4551 X 60<br />

•<br />

Then, area of piston = .7854 d* = — = — .<br />

. r,c.. ^. ^ 5,500 X 3.1416<br />

and d= |/252 = 15|-", nearly. Ans.<br />

(588) {a) The strength of a beam varies directly as the<br />

width and square of the depth and inversely as the length.<br />

Hence, the ratio between the loads is<br />

6X 8'.4x 12' — ^^ ,^ -, , A<br />

• = 16 : 15, or Ijiy. Ans.<br />

iQ—<br />

—Jq—<br />

{d) The deflections vary directly as the cube of the<br />

lengths, and inversely as the breadths and cubes of the<br />

depths.<br />

Hence, the ratio between the deflections is

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