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1. Determine the reactions at A and C and then draw the shear and moment diagrams for the beam shown below. El = constant. (4

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Here we can find the reactions at A and C . And draw the shear and moment diagrams for the given beam.Given 2tlm CB 1 £1 = constant Bem 8m Now, Due to the properties, the deflection due to oor is . zero at c Ye = 0 It Yudho - 9way You lov) Ye - 1. Fway QUED YRC = 3 x 163 SET v Juhl - ?y RC = 0 7 w xp3 cu. QuE . BEL > { = 1.75 kn Re: 1.75KN) Ryt Rc =moment at A is : me = 1.75*16 - XXV 28 - 64 - 36 Kum 36 Kalm 14 2 skam 8m 1.7KN 14,25KN 1.75KA 1.75 KN Shear force diagram 14

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