Derive the equations for slope and deflection for the beam in Figure P9.6. Determine the slope at each support and the value of the deflection at midspan. Hint: Take advantage of symmetry; slope is zero at midspan.
Solve Problems P9.7 to P9.12 by the moment-area method. Unless noted otherwise, EI is aconstant for all members. Answers may be expressed in terms of EI unless otherwise noted.
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