1. Draw qualitative influence lines for the bending moment and shear at point A of the building frame shown in Fig. P15.16. Also, show the arrangements of a uniformly distributed downward live load wl to cause the maximum positive bending moment at A, and the maximum negative shear at A.
2. For the building frame shown in Fig. P15.17, determine the arrangements of a uniformly distributed downward live load wl that will cause the maximum negative bending moment at point A and the maximum positive bending moment at point B.
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