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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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