For the simply supported steel beam E = 200GPa; 4 I = 129 × 10 mm² shown in the figure, use the double- integration method to determine the deflection at B. N Assume L = 3.7m, P = 69kN, and w = 41k- ν m B i answer all parts A to B or I will give you a thumbs down and report you For the simply supported steel beam [E=200 GPa; I = 129 x 100 mm'] shown in the figure, use the double-integration method to determine the deflection at B. Assume L= 3.7 m, P = 69 kN, and w = 41 kN/m. UB= 22 B W 22 mm
For the simply supported steel beam E = 200GPa; 4 I = 129 × 10 mm² shown in the figure, use the double- integration method to determine the deflection at B. N Assume L = 3.7m, P = 69kN, and w = 41k- ν m B i answer all parts A to B or I will give you a thumbs down and report you For the simply supported steel beam [E=200 GPa; I = 129 x 100 mm'] shown in the figure, use the double-integration method to determine the deflection at B. Assume L= 3.7 m, P = 69 kN, and w = 41 kN/m. UB= 22 B W 22 mm
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![For the simply supported steel beam E = 200GPa;
4
I = 129 × 10 mm² shown in the figure, use the double-
integration method to determine the deflection at B.
N
Assume L = 3.7m, P = 69kN, and w = 41k-
ν
m
B
i answer all parts A to B or I will give you a thumbs
down and report you
For the simply supported steel beam [E=200 GPa; I = 129 x 100 mm'] shown in the figure, use the double-integration method to
determine the deflection at B. Assume L= 3.7 m, P = 69 kN, and w = 41 kN/m.
UB=
22
B
W
22
mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7e057c85-0a71-4fc4-9298-90f47ed097ce%2F3c328322-fcdc-45b5-8be4-2b6abef44e09%2F8enwmzk_processed.jpeg&w=3840&q=75)
Transcribed Image Text:For the simply supported steel beam E = 200GPa;
4
I = 129 × 10 mm² shown in the figure, use the double-
integration method to determine the deflection at B.
N
Assume L = 3.7m, P = 69kN, and w = 41k-
ν
m
B
i answer all parts A to B or I will give you a thumbs
down and report you
For the simply supported steel beam [E=200 GPa; I = 129 x 100 mm'] shown in the figure, use the double-integration method to
determine the deflection at B. Assume L= 3.7 m, P = 69 kN, and w = 41 kN/m.
UB=
22
B
W
22
mm
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