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4. Draw the shear and moment diagrams for the compound beam. ((Lec/Tute a half) 5 kN/m ID ІВ 2 m 1 m

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D -*) am am zby E J 5kN/m d pe + A in The above usol 5 kN/m toe Now divided beam of other the Column the loading them is as sEM220 27 5x4x2 - VX3 V X Y TO {Fyzosy Vatvet Vd=5x4=20kN-- 2 ) 3Vc thVd = 40 - EMazo 20 due to internal hinge Vax 2 - 5x2x120

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4. Draw the shear and moment diagrams for the compound beam. ((Lec/Tute a half) 5 kN/m...
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