1- For the floor system shown in Figure below, support service live load 4 KN/m?and service dead load 5KN/m?. 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,113.00 m0.30 m300 mPage 1 of 2ONE WAY SOLID SLABHOMEWORK 12- The floor of building shown belowdead load of 6 kN/m? and service live load of 4 kN/m?. The slab thickness is 170design to carry its self-weight, servicemm reinforced by Ø10 mm @150 mm top and bottom.1- Check the adequacy of the slab thickness.2- Can the floor carry the applied load?use: fy = 400 Mpa, f = 30 Mpa , b, = 300mm4.00 m4.00 m8.00m--8.00 m0.30 m3- Find the maximum ultimate load can be carry by the floor system shown below.use fy = 400 Mpa and f = 28 Mpa.

The given data is: fy=420 MPa f'c=28 MPa Load=2KN/m2 L.L=4 KN/m2

1- For the floor system shown in Figure below, support service live load 4 KN/m? 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 ,

1- For the floor system shown in Figure below, support service live load 4 KN/m? 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 ,

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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