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Consider the continuous beam shown below with the following supports settlements: at B = 15 mm at C = 36 mm at D =
Consider the continuous beam shown below with the following supports settlements: at B = 15 mm at C = 36 mm at D = 18 mm The modulus of elasticity E = 200 GPa and the moment of inertia | = 1705 x 106 mm4. Determine the value of MBA in KN-m. Use three decimal places. Consider the sign in your final answer if it is negative. A 5m B 32 KN/m 5m QC 5m
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