Question: The end span EF on a continuous beam is deflected as shown ( Figure 3 ) as a result of support settlement and loads on

The end span EF on a continuous beam is deflected as shown (Figure 3) as a result of support settlement and loads on other portions of the beam, where L =29 ft, =0.85, =0.15,E =2.8 in., E =2.9104 ksi , and I =2000 in4. What is the internal moment at E?
The end span EF on a continuous beam is deflected

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