A cantilever beam of span 4 m and cross-sectional are 0.3 m wide and 0.4 m deep is subjected to a concentrated load of 10 kN at the free end. Neglecting self-weight, the maximum bending stress at a section 2 m from the free end will be« Back to Previous Page
A. 20 kN/m2
B. 2500 kN/m2
C. 4000 kN/m2
D. 5000 kN/m2
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B. 2500 kN/m2 |
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B. 2500 kN/m2 |
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