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PROBLEM 2 25 Points 60 kN 45 kN/m X A B C D 2.5 m 2.5 m 4 m Draw the shear-force and bending-moment for the beam shown in fig

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26665 777 72- GOKN 45KNM Be 2.5m um 듯 2.5m RAT RD = 60+45x4=240KN 0 EMATO 60x2.5+ 45x4x7 - RDX 9=0 Rg = 156.66 KN from eanO(ii) Pto B.M D SE 83.33 KN 23.33K N لی 208.325 Kim C 23.33 KN 266.65 kNm D -156.67 KN O (1) As we can see in Bending diaqram

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