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

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

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Ve designate th6 relaitie -momenits dcrring<br />

on theý faces 6f<br />

the elements (moments reduced t6 a unit length <strong>of</strong> the cross section),<br />

Mr <strong>and</strong> Mv, respectively.<br />

Obviously, dM r= -zdZ; then M<br />

h/2<br />

= f rZdz.<br />

-h/2<br />

Using expressions (2.52),, we obtain<br />

- F. fIO \<br />

"" Howevei , consequently,<br />

I -h12(I)( "<br />

r -(2.53)<br />

where D = 12( (2•.•4)<br />

Here D is the rigidity '<strong>of</strong> the plate to a bend in N'm; this is<br />

cal-led the cylindrical rigidity.<br />

"Analogously, we obtain the bending moment:<br />

I A'.~ D.Er 10 ) (2.55)<br />

Sometimes the bar over the designation for moments is omi* id. 'Only<br />

we should never forget that in these expres.lons the moments relate<br />

to a unit length <strong>of</strong> the plate cross section.<br />

Me obtain the simple formulas connecting the bending moments<br />

<strong>and</strong> the stresses:<br />

165 ( 56)<br />

165S

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