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Question- Determine the internal Moments in the beam at the supports, using Slope Deflection Method
Support A - Settles downward by 0.8 cm & rotates clockwise at 0.001 radian
Support B - Settles downward by 1.2 cm
Support C - Settles downward by 0.09 cm
EI is constant and 8000 KNm^2