1- For the floor system shown in Figure below, support service live load 4KN / (m ^ 2) and service dead load 5KN / (m ^ 2) Answer the flowing. Classify the floor system into one way or two-way solid slab. 2- What is the minimun slab thickness that should be used to control deflection and shear requirement ? 3- By using Ø 12 mm rebar, what is the required positive and nagative reinforcement? 4- Sketch the detail of reinforcement. Use : fy = 400Mpa , f c ^ prime =30 Mpa 6.00 m 6.00 m6.00 m 3.00 m 0.30 m АB 3.00 m 3.00 m 1- For the floor system shown in Figure below, support service live load 4 KN/m²and service dead load 5KN/m². Answer the flowing.1- Classify the floor system into one way or two-way solid slab.2- What is the minimun slab thickness that should be used to control deflectionand shear requirement?3- By using Ø 12 mm rebar, what is the required positive and nagativereinforcement?4- Sketch the detail of reinforcement.Use: fy = 400 Mpa, f¿ = 30 Mpa ,6.00 m6.00 m6.00 m3.00 m0.30 mAB3.00 m3.00 m

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Answered: For the floor system shown in Figure…

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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1- For the floor system shown in Figure below, support service live load 4KN / (m ^ 2) and service dead load 5KN / (m ^ 2) Answer the flowing. Classify the floor system into one way or two-way solid slab. 2- What is the minimun slab thickness that should be used to control deflection and shear requirement ? 3- By using Ø 12 mm rebar, what is the required positive and nagative reinforcement? 4- Sketch the detail of reinforcement. Use : fy = 400Mpa , f c ^ prime =30 Mpa 6.00 m 6.00 m6.00 m 3.00 m 0.30 m АB 3.00 m 3.00 m

1- For the floor system shown in Figure below, support service live load 4 KN/m²
and service dead load 5KN/m². Answer the flowing.
1- Classify the floor system into one way or two-way solid slab.
2- What is the minimun slab thickness that should be used to control deflection
and shear requirement?
3- By using Ø 12 mm rebar, what is the required positive and nagative
reinforcement?
4- Sketch the detail of reinforcement.
Use: fy = 400 Mpa, f¿ = 30 Mpa ,
6.00 m
6.00 m
6.00 m
3.00 m
0.30 m
A
B
3.00 m
3.00 m

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