1.

Calculate the maximum deflection of a fixed beam carrying udl of 5 kN/m. The span of beam is 6 m. Take E = 200kN/m2 and I = 5×107 mm4.

A. 1.865 m
B. 2.235 m
C. 1.6875 m
D. 2.5 m
Answer» D.


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