Design Guide - Solvay Plastics
Design Guide - Solvay Plastics
Design Guide - Solvay Plastics
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Table 38: Maximum Stress and Deflection Equations<br />
Simply Supported Beam<br />
Concentrated Load at Center<br />
Cantilevered Beam (One End Fixed)<br />
Concentrated Load at Free End<br />
F<br />
FL<br />
σ =<br />
4Z<br />
(at load)<br />
F<br />
FL<br />
σ =<br />
Z<br />
(at support)<br />
L<br />
Y<br />
3<br />
FL<br />
Y=<br />
48EI<br />
(at load)<br />
L<br />
Y<br />
3<br />
FL<br />
Y=<br />
3EI<br />
(at load)<br />
Simply Supported Beam<br />
Uniformly Distributed Load<br />
Cantilevered Beam (One End Fixed)<br />
Uniformly Distributed Load<br />
F (total load)<br />
FL<br />
σ =<br />
8Z<br />
(at center)<br />
F (total load)<br />
FL<br />
σ =<br />
2Z<br />
(at support)<br />
L<br />
Y<br />
3<br />
5FL<br />
Y=<br />
384EI<br />
(at center)<br />
L<br />
Y<br />
3<br />
FL<br />
Y=<br />
8EI<br />
(at support)<br />
Both Ends Fixed<br />
Concentrated Load at Center<br />
Both Ends Fixed<br />
Uniformly Distributed Load<br />
F<br />
FL<br />
½ L σ =<br />
8Z<br />
(at supports)<br />
F (total load)<br />
Y FL<br />
σ =<br />
12Z<br />
(at supports)<br />
L<br />
Y<br />
FL<br />
3<br />
Y=<br />
192EI<br />
(at load)<br />
L<br />
FL<br />
3<br />
Y=<br />
384EI<br />
(at center)<br />
Table of Contents<br />
Udel ® Polysulfone <strong>Design</strong> <strong>Guide</strong><br />
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