A concrete slab of 200 mm thickness is used to support a floor live load of 500 Pa, dead load of 2000 Pa, and with a span of 6 m and spacing of 2 m. The slab is rigidly attached to a wide flange made of A36 steel with Fy = 248 MPa, and E = 200 GPa. Allowable bending stress is 0.66 Fy and allowable deflection is L/360. Density of concrete is 24 kN/m³.     1. Which of the following most nearly gives the uniform pressure acting on the flange, in Pa? Take unit weight of concrete to be 24 kN/m³.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Question
A concrete slab of 200 mm thickness is used to support a floor live load of 500 Pa, dead load of 2000 Pa, and with a span of 6 m and spacing of 2 m. The slab is rigidly attached to a wide flange made of A36 steel with Fy = 248 MPa, and E = 200 GPa. Allowable bending stress is 0.66 Fy and allowable deflection is L/360. Density of concrete is 24 kN/m³.
 
 
1. Which of the following most nearly gives the uniform pressure acting on the flange, in Pa? Take unit weight of concrete to be 24 kN/m³. 
a. 8920
b. 5170
c. 7300
d. 6450
2. Which of the following most nearly gives the uniform load acting on the flange, in kN/m?
a. 29.3
b. 38.0
c. 14.6
d. 47.5
3. Which of the following gives the most adequate section for the given loads? 
a. W 12 x 14
b. W 12 x 26
c. W 12 x 19
d. none
GIVEN SECTIONS:
Beam
Depth
0.31 m
0.309 m
I (mª)
Section
W 12x26
W 12x19
W 12x14
0.0000849
0.0000541
0.302 m
0.0000369
Transcribed Image Text:GIVEN SECTIONS: Beam Depth 0.31 m 0.309 m I (mª) Section W 12x26 W 12x19 W 12x14 0.0000849 0.0000541 0.302 m 0.0000369
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