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 ,
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![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 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,
11
3.00 m
0.30 m
300 m
Page 1 of 2
ONE WAY SOLID SLAB
HOMEWORK 1
2- The floor of building shown below
dead load of 6 kN/m? and service live load of 4 kN/m?. The slab thickness is 170
design to carry its self-weight, service
mm 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, = 300mm
4.00 m
4.00 m
8.00m-
-8.00 m
0.30 m
3- Find the maximum ultimate load can be carry by the floor system shown below.
use fy = 400 Mpa and f = 28 Mpa.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe3ee1c82-2eba-4e68-a3df-702be2394929%2Fca0ee632-9904-4cde-901c-fcf4e200ae82%2Figxcwhn_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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 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,
11
3.00 m
0.30 m
300 m
Page 1 of 2
ONE WAY SOLID SLAB
HOMEWORK 1
2- The floor of building shown below
dead load of 6 kN/m? and service live load of 4 kN/m?. The slab thickness is 170
design to carry its self-weight, service
mm 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, = 300mm
4.00 m
4.00 m
8.00m-
-8.00 m
0.30 m
3- Find the maximum ultimate load can be carry by the floor system shown below.
use fy = 400 Mpa and f = 28 Mpa.
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