Q2. Calculate Slope and defection at free end by moment area method for a cantilever beam of span 10 m having a uniforml
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Q2. Calculate Slope and defection at free end by moment area method for a cantilever beam of span 10 m having a uniforml
Q2. Calculate Slope and defection at free end by moment area method for a cantilever beam of span 10 m having a uniformly varying load of 5 kN/m at free end and 0 kN/m at fixed end. Take E = 200 GPa, I = 109 mm'. (3 Marks)
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