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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