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Example Draw complete shear and moment diagrams for the beam shown in Fig y 36 kN 18 kN/m kN*m AB A 2m 4 m 2 m 4 m
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Answer #1

3G KN 1&KN/m (832-36 KN TNT KN.W Fy= 2 14 RA RA +36 3C 36 KN 72 RATRB 144 KN Kh 1RA 9KN M EHA 72 2+ 36 x6 9+36x( t RA10 = 457Shoor foue Nimae A2 1 4-5 2m \B A3 2m 31 S A 36 Bincas A, x2 36 -36 N A2 71 N.W A) A3 126 N M Nouent dingsaun KN M lineas Qua

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