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Design and Stress Analysis of Extraterrestrial ... - The Black Vault

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-- - '<br />

P l --<br />

u -A<br />

- a .' •<br />

U1 1.<br />

- I± -+<br />

EIFI- E 2 F 2<br />

Finally,<br />

al.At - a)t 6 2<br />

l.ll - a,.At)<br />

F:1 ( + 12<br />

( I I<br />

+<br />

( IF -- 2 ( Ki +F IP-2F 2 (4.3)<br />

Thus we obtain the unknown forces <strong>and</strong> stresses in the pipes.<br />

With a larger number <strong>of</strong> pipes the problem is still so)Jed similarly.<br />

Mobility <strong>of</strong> the attachment appreciably reduces stresse. in the<br />

pipes, which is apparent from the following example.<br />

Example 4.2.<br />

Find the stress in pipes which have the same<br />

parameters <strong>and</strong> operate under the conditions in the preceding.<br />

example (example 4.1).<br />

form<br />

Since al = a2; E 1 = E 2 ; F 1 = F 2 . formula (11.3)<br />

will have the<br />

U =-aM- 0 -S1t2" =- Ea(tl t2),<br />

2/E<br />

where At 1 - At 2 = t 1 - to - (t 2 - to) t 1 - t 2 .<br />

Thus, the free attachment <strong>of</strong> two pipes reduces the stresses<br />

in them by half.<br />

446

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