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B. for the floor system shown below with assuming that service dead load 3 kN/m2, 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? fc-28 MPa, fy-400 MPa and y for brick wall = 17kN/M³. 5.20 m 5.20 m A 6.00m opening 012200 mm B 30m 030 m نوشهر 0.10m section A.A

B. for the floor system shown below with assuming that service dead load 3 kN/m2, 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? fc-28 MPa, fy-400 MPa and y for brick wall = 17kN/M³. 5.20 m 5.20 m A 6.00m opening 012200 mm B 30m 030 m نوشهر 0.10m section A.A

Structural Analysis
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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B. for the floor system shown below with assuming that service dead load 3 kN/m2, 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? fc-28 MPa, fy-400 MPa and y for brick wall = 17kN/M³. -5.20 m 5.20 m A opening 012 200 mm 30m 0.30 m نومة 0.10m secton A.A
Transcribed Image Text:B. for the floor system shown below with assuming that service dead load 3 kN/m2, 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? fc-28 MPa, fy-400 MPa and y for brick wall = 17kN/M³. -5.20 m 5.20 m A opening 012 200 mm 30m 0.30 m نومة 0.10m secton A.A
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