Design the maximum allowable value of W (in kip) for the beam loaded as shown given that the largest deflection in the beam should not exceed 0.5 in. Also, if possible draw the elastic curve of the beam aW (kip) bW (kip/ft) в 2d 2k USE THE FOLLOWING VALUES k=4.2 ft a=6 b=2.75 c=2.8 in d= 5 in E= 29000 ksi
Design the maximum allowable value of W (in kip) for the beam loaded as shown given that the largest deflection in the beam should not exceed 0.5 in. Also, if possible draw the elastic curve of the beam aW (kip) bW (kip/ft) в 2d 2k USE THE FOLLOWING VALUES k=4.2 ft a=6 b=2.75 c=2.8 in d= 5 in E= 29000 ksi
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Answer the question below. Also provide the elastic curve of the beam
Transcribed Image Text:Design the maximum allowable value of W (in kip) for the beam
loaded as shown given that the largest deflection in the beam
should not exceed 0.5 in. Also, if possible draw the elastic curve
of the beam
aW (kip)
bW (kip/ft)
A
B
2d
2k
d.
USE THE FOLLOWING VALUES
k=4.2 ft
a=6
b=2.75
c=2.8 in
d= 5 in
E= 29000 ksi
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