Question: 1 6 - 2 0 to 1 6 - 2 5 See Figs. P 1 6 - 2 0 to P 1 6 - 2

16 - 20

16 - 25

See Figs. P

16 - 20

to P

16 - 25 .

Determine the deflection at the midspan C of each simply supported beam subjected to the loads shown. The flexwral rigidity of each beam is indicated.

FIGURE P

16 - 22

1 6 - 2 0 to 1 6 - 2 5 See Figs. P 1 6 - 2 0 to P

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