P=6 kips w=1 kip/ft P8.20
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
(a) Compute the vertical deflection and slope of
the cantilever beam at points B and C in Figure P8.20.
Given: EI is constant throughout, L = 12 ft, and E =
4000 kips/in.2
. What is the minimum required value of I if
the deflection of point C is not to exceed 0.4 in.?
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