Using Conjugate-Beam Method. Consider 250 mm x 250 mm section and E = 200 GPa. a=4.5 b=26.0 c=10 Determine: Vertical Reaction at C in kN. Moment Reaction at C in kN-m.

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Q: A fully saturated soil mass has specific gravity of 2.5 void ratio 0.45 .Determine water content

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