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Determine the vertical reaction at A for the beam shown and a settlement of ½" at support B.   a. 45.6 k     b. 41.6 k     c. 42.7 k     d. 40.7 k
What is the horizontal reaction at A for the frame shown 4?   a. 2.42 k     b. 15.00 k     c. 27.58 k     d. 25.00 k
Determine the bending moment at support A for the beam shown using the slope-deflection method. Use the sign convention defined in the chapter.   a. 232.9 k-ft     b. -182.1 k-ft     c. 182.1 k-ft     d. -232.9 k-ft
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