A flooring system consists of parallel I-beam sections spaced at 3 m on centers with simple spans of 6 m. The beam supports a 200 mm thick slab. The flooring system is designed for a live load of 2400 N/m2 as well as ceiling load of 750 N/m2. The properties of the I=beam sections are: d = 352mm, Ix = 0.00012m4, W = 44.85 kg/m, Fy = 248MPa, E = 200,000 GPa. Use Wt. of concrete = 24kN/m3 1. Which of the following gives the uniform pressure acting on the slab. 2. Which of the following gives
A flooring system consists of parallel I-beam sections spaced at 3 m on centers with simple spans of 6 m. The beam supports a 200 mm thick slab. The flooring system is designed for a live load of 2400 N/m2 as well as ceiling load of 750 N/m2. The properties of the I=beam sections are: d = 352mm, Ix = 0.00012m4, W = 44.85 kg/m, Fy = 248MPa, E = 200,000 GPa. Use Wt. of concrete = 24kN/m3 1. Which of the following gives the uniform pressure acting on the slab. 2. Which of the following gives
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A flooring system consists of parallel I-beam sections spaced at 3 m on centers
with simple spans of 6 m. The beam supports a 200 mm thick slab. The flooring system is
designed for a live load of 2400 N/m2 as well as ceiling load of 750 N/m2. The properties
of the I=beam sections are: d = 352mm, Ix = 0.00012m4, W = 44.85 kg/m, Fy = 248MPa, E =
200,000 GPa. Use Wt. of concrete = 24kN/m3
1. Which of the following gives the uniform pressure acting on the slab.
2. Which of the following gives the total uniform load carried by a beam in kN/m.
3. Which of the following gives the maximum flexural stress on the steel beam
considering non-composite action.
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