w=1 kip/ft B - 24- 16'- P9.16
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
(a) Assuming that no loads act in Figure P9.16,
compute the reactions if support B is constructed 0.48 in.
too low. Given: E = 29,000 kips/in.2
, I = 300 in.4
. (b) If
support B settles _3
2 in. under the applied loads, compute
the reactions.
Transcribed Image Text:w=1 kip/ft
B
- 24-
16'-
P9.16
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