1.

What is the modified equation for maximum stress at the corner?

A. \(s_c=\frac{3P}{h^2} \left[1-(\frac{a\sqrt{2}}{l})\right]\)
B. \(s_c=\frac{3P}{h^2} \left[1-{(\frac{a\sqrt{2}}{l})}^{1.5}\right]\)
C. \(s_c=\frac{3P}{h^2} \left[1-{(\frac{a\sqrt{2}}{l})}^{1.2}\right]\)
D. \(s_c=\frac{3P}{h^2} \left[1-{(\frac{a\sqrt{2}}{l})}^{0.2}\right]\)
Answer» D. \(s_c=\frac{3P}{h^2} \left[1-{(\frac{a\sqrt{2}}{l})}^{0.2}\right]\)


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