++ 0.3 m S2 3.15 m ++ 0.3 m B. 7.0 m ++ 0.3 m 1.2 m 0.3 m 4.2 m 0.3 m 1.4 m 300 mm #+ +1 140 mn 360 mm (d=430 mm) A concrete slab shown in the figure (2) has a thickness of 140 mm. It supports a service distributed dead load of (6 kN/m2) (including its own weight) and a service distributed live load of (4 kN/m²). fc=23 N/mm² and fy=420 N/mm², find: 1) Area of steel reinforcement required for the slab at points A and B using Ø 10 mm bars.
++ 0.3 m S2 3.15 m ++ 0.3 m B. 7.0 m ++ 0.3 m 1.2 m 0.3 m 4.2 m 0.3 m 1.4 m 300 mm #+ +1 140 mn 360 mm (d=430 mm) A concrete slab shown in the figure (2) has a thickness of 140 mm. It supports a service distributed dead load of (6 kN/m2) (including its own weight) and a service distributed live load of (4 kN/m²). fc=23 N/mm² and fy=420 N/mm², find: 1) Area of steel reinforcement required for the slab at points A and B using Ø 10 mm bars.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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i need ans very very fast in 20 min and thank you | ᴅʏʙᴀʟᴀ ?✨؛
![++
0.3 m
S2
3.15 m
0.3 m
CB.
7.0 m
++
0.3 m
1.2 m
0.3 m
4.2 m
0.3 m
1.4 m
300 mm
+1
140 mn
360 mm
(d=430 mm)
A concrete slab shown in the figure (2) has a thickness of 140 mm. It supports a
service distributed dead load of (6 kN/m2) (including its own weight) and a service
distributed live load of (4 kN/m²). fc=23 N/mm² and fy=420 N/mm², find:
1) Area of steel reinforcement required for the slab at points A and B using
Ø 10 mm bars.
2) Total load on the beam CD. (d = 430 mm)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F857c2ca2-383d-4e47-b450-842a0c1f70f7%2F2c9970b9-f490-4d39-a5fc-d716f4f0853f%2F2ouy4x_processed.jpeg&w=3840&q=75)
Transcribed Image Text:++
0.3 m
S2
3.15 m
0.3 m
CB.
7.0 m
++
0.3 m
1.2 m
0.3 m
4.2 m
0.3 m
1.4 m
300 mm
+1
140 mn
360 mm
(d=430 mm)
A concrete slab shown in the figure (2) has a thickness of 140 mm. It supports a
service distributed dead load of (6 kN/m2) (including its own weight) and a service
distributed live load of (4 kN/m²). fc=23 N/mm² and fy=420 N/mm², find:
1) Area of steel reinforcement required for the slab at points A and B using
Ø 10 mm bars.
2) Total load on the beam CD. (d = 430 mm)
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