w=2 kips/ft hinge P=4 kips B 14 A=4 in. 30 P8.40
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
If the horizontal displacement of joint B of the
frame in Figure P8.40 is not to exceed 0.36 in., what is
the required I of the members? Bar CD has an area of
4 in.2
, and E = 29,000 kips/in.2
. Consider only the bend-
ing deformations of members AB and BC and the axial
deformation of CD.
Transcribed Image Text:w=2 kips/ft
hinge
P=4 kips
B
14
A=4 in.
30
P8.40
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