Q2. Calculate Slope and defection at free end by moment area method for a cantilever beam of span 10 m having a uniforml
Posted: Wed Mar 30, 2022 9:12 am
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)