3. Using Moment Area Method, determine the slope and deflection at end B of the prismatic cantilever beam AB when it is
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3. Using Moment Area Method, determine the slope and deflection at end B of the prismatic cantilever beam AB when it is
3. Using Moment Area Method, determine the slope and deflection at end B of the prismatic cantilever beam AB when it is loaded as shown (Fig. 3), knowing that the flexural rigidity of the beam is EI = 10 MN.m”. 50 KN A B 90 kNm -3 m Fig.3
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