Using three moment equation, Beam ABC is loaded with 50KN/m on AB and BC. Support C is fixed while support A and B are roller. If AB = BC = 6m, EI is constant. Determine the factor of three moment equation, moment at support B and reaction at point A.

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A: E = 200,000 N/mm2 = 2 × 108 KN/m2 I = 2 × 106 mm2 = 2 × 10-6 m2 Settlement of support B = 5mm =…

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Q: Using Conjugate-Beam Method. Consider 250 mm x 250 mm section and E = 200 GPa. a=2.8 b=24 c=28…

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A: (a) Consider the figure,

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A: 1. Fixed End Moments MAC= -wl8=-50×68=-37.5 kNmMCA=  +wl8=50×68=37.5 kNmMCD=-wl212=-15×6212=-45…

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Q: MA a 3 FB B 91 b с

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