Q3) Using the slope-deflection method, draw the B.M.D for the beam ABCDE shown in Fig 100 KN 48 kN/m 0.75 m hinge C D 3m 3m 5m 6 m El is constant for all members
Q3) Using the slope-deflection method, draw the B.M.D for the beam ABCDE shown in Fig 100 KN 48 kN/m 0.75 m hinge C D 3m 3m 5m 6 m El is constant for all members
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 5P
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