For the beam W360X44 and loading shown, calculate the deflection at point C. E=200GPa 9 IP =150KN a 1.5 m L=4.5 m- x W360 x 44
For the beam W360X44 and loading shown, calculate the deflection at point C. E=200GPa 9 IP =150KN a 1.5 m L=4.5 m- x W360 x 44
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![For the beam W360X44 and loading
shown, calculate the deflection at point C.
E=200GPa
P=150KN
a 1.5 m
-L= 4.5 m
B
2
W360 x 44](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff038fcf5-6860-4d2f-9a1d-4790e8ef08fd%2F2d70bd8b-10b7-46e2-99cd-d62645b37bce%2Fw4rnwqa_processed.jpeg&w=3840&q=75)
Transcribed Image Text:For the beam W360X44 and loading
shown, calculate the deflection at point C.
E=200GPa
P=150KN
a 1.5 m
-L= 4.5 m
B
2
W360 x 44
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