What is the horizontal displacement at C to the nearest 0.0001 in? Include bending, axial, and shear energy. The members are rectangle (A'=A). E = 29,000 ksi G = 13,000 ksi 1 = 438 in4 A=A'= 58 in² w = 9 k/ft W B X 2.043 Correct Answer: 4.2076 -8 ft. -X2- C 10 ft
What is the horizontal displacement at C to the nearest 0.0001 in? Include bending, axial, and shear energy. The members are rectangle (A'=A). E = 29,000 ksi G = 13,000 ksi 1 = 438 in4 A=A'= 58 in² w = 9 k/ft W B X 2.043 Correct Answer: 4.2076 -8 ft. -X2- C 10 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please explain how they got the answer 4.2076. Thank you
Transcribed Image Text:What is the horizontal displacement at C to the nearest 0.0001 in? Include bending, axial, and shear
energy. The members are rectangle (A'=A).
E = 29,000 ksi
G = 13,000 ksi
1 = 438 in4
A=A'= 58 in²
w = 9 k/ft
W
B
X 2.043
Correct Answer: 4.2076
-8 ft.
-X2-
C
10 ft
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Step 1: Given data
VIEWStep 2: Determining the support reactions and finding M moments as a function of X:-
VIEWStep 3: Determining M1 moments as a function of X:-
VIEWStep 4: Determining the horizontal displacement at joint c due to bending moment:-
VIEWStep 5: Determining the horizontal displacement at joint C due to axial and shear forces
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