1. Engineering
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Q-3) supports load P 160 kN at its free end. The ratio of the magnitudes of the principa stresses ( 02) at point A (at distance c 0.8 m frorm the free end and distance d-2 mm up from the bottom) is approximately: (A) 5 (B) 12 (C) 18 (D) 25 A cantilever beam with rectangular cross section (b 95 mm, h 300 mm) 00 A. 45

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