Question: The beam shown has a flexural rigidity of E I = 1 1 , 4 0 0 , 0 0 0 kip - i n

The beam shown has a flexural rigidity of EI=11,400,000kip-in2, and it supports a point load and partially distributed uniform load. The deflection (in.) at the midspan of the beam is most nearly:
Please show ALL work. This is a Structural Analysis (NCEES) question.
The beam shown has a flexural rigidity of E I = 1

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