Use the portal method of analysis and draw the 1 moment diagram for girder FED. 15 kN
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15 kN 6 m E8 mH-8 m-
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15 KN Gy 375 KN 750 KN 375 KN Iy 15 KN 3m 4m H1125 KN H28125 ...View the full answer
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