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The Locomotive - Lighthouse Survival Blog

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84 THE LOCOMOTIVE. [June,<br />

present case the stretch due to the force S l in the outer shell is given by the following<br />

equation :<br />

3.1416 A/?, = 3.1416i?j x S x h, or<br />

x<br />

AR =R S k.<br />

1 1 l<br />

In the same way we find that the stretch of the inner sheet is<br />

A 7? 2 = B. 2 SJ:<br />

Passing now to the stay-bolt, we note that its original length (neglecting the ends<br />

that are within the sheets) is li — R , and that the tension to which it is subjected, per<br />

1 2<br />

square inch of its sectional area, is T. Hence, if we assume that the material of which<br />

the stay-bolt is made has substantially the same resistance to stretching as the material<br />

of the sheets, we shall find that the increase in the length of the stay-bolt is<br />

Fig. 5.<br />

—<br />

,..,_<br />

Illustrating the Stretch<br />

op the Shells.<br />

(R 1 — B!l)Tk<br />

But since the stay-bolt is secured to the<br />

sheets, its stretch must be precisely<br />

equal to A if, — A R .<br />

2 as will be seen<br />

upon examining the diagram, Fig. 5.<br />

Hence<br />

(/?! — R ) 2 Tk= Ai?!— Ai? -<br />

2<br />

But we have already obtained the values<br />

of AR t and AR 2 , and<br />

(i?,-i? 2<br />

) T=R S - R S .<br />

l l 2 2<br />

if we substitute<br />

these in the equation last given, we have<br />

(./?, — R%) -T k = Z?j Si k— R 2 S 2 kj<br />

or, dividing through by k,<br />

Substituting in this equation the values of 8 t and S 2 already found, we have<br />

{R X -R<br />

2)T t 1 A t., A<br />

(PA — Ta) « " (TaR — t :<br />

and upon solving this equation for T we have<br />

PAR.) R s .<br />

PA(t 2 2V + *i -K 2<br />

3 )<br />

T =<br />

a ifj (*, i?x + t<br />

t Rs ) + ht s A (i? — x R2 )<br />

which is the formula given for T in the earlier article.<br />

<strong>The</strong>se formulae may be tested for special cases, if their trustworthiness is doubted.<br />

Thus if we make a = ,<br />

we see that T remains finite, and hence the total pull on the<br />

stay-bolt (Ta) vanishes, as it should. Making a — in the formulas for S x and S 2 , we<br />

find (since Ta — 0) that<br />

PR —PR X<br />

2<br />

Si = — f— and S = s 1—<br />

which are correct ,for this case. (It will be observed that S 2 , being negative, is now<br />

xomj)ressive stress.)<br />

'

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