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At Its Free End (σ1/σ2)\left( \sigma _ { 1 } / \sigma _ { 2 } \right)

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 A cantilever beam with rectangular cross section (b=95 mm,h=300 mm)  supports load P=160kN\text { A cantilever beam with rectangular cross section } ( b = 95 \mathrm {~mm} , h = 300 \mathrm {~mm} ) \text { supports load } P = 160 \mathrm { kN } at its free end. The ratio of the magnitudes of the principal stresses (σ1/σ2) \left( \sigma _ { 1 } / \sigma _ { 2 } \right) at point AA (at distance c=0.8 mc = 0.8 \mathrm {~m} from the free end and distance d=200 mmd = 200 \mathrm {~mm} up from the bottom) is approximately: \text { A cantilever beam with rectangular cross section } ( b = 95 \mathrm {~mm} , h = 300 \mathrm {~mm} )  \text { supports load } P = 160 \mathrm { kN }  at its free end. The ratio of the magnitudes of the principal stresses  \left( \sigma _ { 1 } / \sigma _ { 2 } \right)   at point  A  (at distance  c = 0.8 \mathrm {~m}  from the free end and distance  d = 200 \mathrm {~mm}  up from the bottom)  is approximately:   A)  5 B)  12 C)  18 D)  25


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