A carry concrete slat in the flooring of a swine housing is designed to carry swine up to 225 kg. The slat cross section is 100mm x 100mm (width x depth) and the span is 2.4m. Dead load is 0.243 kN/m, and live load is 2.5 kN/m. Assume simply supported beam conditions. 50. Calculate the governing load combination using LRFD a. 0.342 kN/m c. b. 4.3 kN/m 3.5 kN/m d. 3.4 kN/m 51. Calculate the required shear strength (factored shear). a. 4.08 C. 5.16 kN b. 0.41 kN d. 4.2 kN 52. Calculate the required moment capacity (factored moment). a. 2.52 kNm c. 2.45 kNm b. 12.34 kNm d. 3.1 kNm 53. If the strength reduction factor for shear is 0.75, calculate the nominal shear strength. a. 5.6 kN c. 6.88 KN b. 3.15 KN d. 3.87 kN 54. If the strength reduction factor for moment is 0.9, calculate the nominal moment capacity. a. 2.21 kNm c. 3.44 kNm b. 2.27 kNm d. 2.79 kNm
A carry concrete slat in the flooring of a swine housing is designed to carry swine up to 225 kg. The slat cross section is 100mm x 100mm (width x depth) and the span is 2.4m. Dead load is 0.243 kN/m, and live load is 2.5 kN/m. Assume simply supported beam conditions. 50. Calculate the governing load combination using LRFD a. 0.342 kN/m c. b. 4.3 kN/m 3.5 kN/m d. 3.4 kN/m 51. Calculate the required shear strength (factored shear). a. 4.08 C. 5.16 kN b. 0.41 kN d. 4.2 kN 52. Calculate the required moment capacity (factored moment). a. 2.52 kNm c. 2.45 kNm b. 12.34 kNm d. 3.1 kNm 53. If the strength reduction factor for shear is 0.75, calculate the nominal shear strength. a. 5.6 kN c. 6.88 KN b. 3.15 KN d. 3.87 kN 54. If the strength reduction factor for moment is 0.9, calculate the nominal moment capacity. a. 2.21 kNm c. 3.44 kNm b. 2.27 kNm d. 2.79 kNm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A carry concrete slat in the flooring of a swine housing is designed to carry swine up to
225 kg. The slat cross section is 100mm x 100mm (width x depth) and the span is 2.4m.
Dead load is 0.243 kN/m, and live load is 2.5 kN/m. Assume simply supported beam
conditions.
50. Calculate the governing load combination using LRFD
a. 0.342 kN/m
c.
b. 4.3 kN/m
3.5 kN/m
d. 3.4 kN/m
51. Calculate the required shear strength (factored shear).
a. 4.08
C. 5.16 kN
b. 0.41 kN
d. 4.2 kN
52. Calculate the required moment capacity (factored moment).
a. 2.52 kNm
c.
2.45 kNm
b. 12.34 kNm
d.
3.1 kNm
53. If the strength reduction factor for shear is 0.75, calculate the nominal shear strength.
a. 5.6 kN
c. 6.88 KN
b. 3.15 KN
d. 3.87 kN
54. If the strength reduction factor for moment is 0.9, calculate the nominal moment
capacity.
a. 2.21 kNm
c. 3.44 kNm
b. 2.27 kNm
d. 2.79 kNm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5aa0f7e2-5eb4-4994-9a4d-a1f515b97f79%2F87817253-b0f4-4f80-81d8-70ddac955f8e%2F6jj6rde_processed.png&w=3840&q=75)
Transcribed Image Text:A carry concrete slat in the flooring of a swine housing is designed to carry swine up to
225 kg. The slat cross section is 100mm x 100mm (width x depth) and the span is 2.4m.
Dead load is 0.243 kN/m, and live load is 2.5 kN/m. Assume simply supported beam
conditions.
50. Calculate the governing load combination using LRFD
a. 0.342 kN/m
c.
b. 4.3 kN/m
3.5 kN/m
d. 3.4 kN/m
51. Calculate the required shear strength (factored shear).
a. 4.08
C. 5.16 kN
b. 0.41 kN
d. 4.2 kN
52. Calculate the required moment capacity (factored moment).
a. 2.52 kNm
c.
2.45 kNm
b. 12.34 kNm
d.
3.1 kNm
53. If the strength reduction factor for shear is 0.75, calculate the nominal shear strength.
a. 5.6 kN
c. 6.88 KN
b. 3.15 KN
d. 3.87 kN
54. If the strength reduction factor for moment is 0.9, calculate the nominal moment
capacity.
a. 2.21 kNm
c. 3.44 kNm
b. 2.27 kNm
d. 2.79 kNm
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