2- for the floor system shown below with assuming that service dead load 3 kN/m?, live load 4 kN/m², Answer the following: 1- Classify the floor system into one way or two-way slab. 2- Check the proposed slab thickness according to deflection and shear requirement. 3- Check the proposed reinforcement at top and bottom in direction shown below. 4- What is the ultimate load transfer from slab and brick wall on beam AB? f = 28MPA , fy = 400MPA and y for brick wall = 17KN/m³ -5.20 m -5.20 m A Ko120250 mm T 6.00m opening 012@200 mm 3.08 m 0.30 m 0.18m section AA
2- for the floor system shown below with assuming that service dead load 3 kN/m?, live load 4 kN/m², Answer the following: 1- Classify the floor system into one way or two-way slab. 2- Check the proposed slab thickness according to deflection and shear requirement. 3- Check the proposed reinforcement at top and bottom in direction shown below. 4- What is the ultimate load transfer from slab and brick wall on beam AB? f = 28MPA , fy = 400MPA and y for brick wall = 17KN/m³ -5.20 m -5.20 m A Ko120250 mm T 6.00m opening 012@200 mm 3.08 m 0.30 m 0.18m section AA
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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for the floor system shown below with assuming that service dead load 3 kN/m?, live load 4 kN/m², Answer the following: 1- Classify the floor system into one way or two-way slab. 2- Check the proposed slab thickness according to deflection and shear requirement. 3- Check the proposed reinforcement at top and bottom in direction shown below. 4- What is the ultimate load transfer from slab and brick wall on beam AB? f = 28MPa , fy = 400MPA and y for brick wall = 17kN/m
Transcribed Image Text:2- for the floor system shown below with assuming that service dead load 3
kN/m?, live load 4 kN/m², Answer the following:
1- Classify the floor system into one way or two-way slab.
2- Check the proposed slab thickness according to deflection and shear
requirement.
3- Check the proposed reinforcement at top and bottom in direction shown
below.
4- What is the ultimate load transfer from slab and brick wall on beam AB?
f = 28MPA, fy = 400MPA and y for brick wall = 17kN/m³
-5.20 m
5.20 m
A
0120250 mm T
6.00m
%3D
opening
012@200 mm 8
3.08 m
0.30 m
0.18m
section AA
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