Question: PROBLEMS 6 1 1 1 6 - 2 7 to 1 6 - 3 0 Refer to Figs. P 1 6 - 2 7 to

PROBLEMS
611
16-27 to 16-30 Refer to Figs. P16-27 to P16-30. Determine the deflections at the midspan C and the free end D of each overhanging beam subjected to the loads shown. The flexural rigidity of each beam is indicated.
EI=4.7104kip*ft2
FIGURE P16-30
PROBLEMS 6 1 1 1 6 - 2 7 to 1 6 - 3 0 Refer to

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