Design the middle concrete beam B1 shown below, the service live load of 2 kN/m² and the service dead load of 2 kN/m². Note that the section width (bw = 300 mm), and the total depth (h=500 mm), the slab load is 45.63 kN/m. Use f'c = 30 MPa, fy = 400 MPa. Columns dimensions are (300*300) mm. The beam doesn't carry any walls. 0.3m 0.3m 0.3m 4m 4m H+ 0.3m B₁ 6m 0.3m B₁ 6m 0.3m
Design the middle concrete beam B1 shown below, the service live load of 2 kN/m² and the service dead load of 2 kN/m². Note that the section width (bw = 300 mm), and the total depth (h=500 mm), the slab load is 45.63 kN/m. Use f'c = 30 MPa, fy = 400 MPa. Columns dimensions are (300*300) mm. The beam doesn't carry any walls. 0.3m 0.3m 0.3m 4m 4m H+ 0.3m B₁ 6m 0.3m B₁ 6m 0.3m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Design the middle concrete beam B1 shown below, the service live load of 2 kN/m²
and the service dead load of 2 kN/m². Note that the section width (bw = 300 mm),
and the total depth (h=500 mm), the slab load is 45.63 kN/m. Use f'c = 30 MPa, fy
= 400 MPa. Columns dimensions are (300*300) mm. The beam doesn't carry any
walls.
0.3m
0.3m
0.3m
4m
4m
H
0.3m
B₁
6m
0.3m
B₁
6m
0.3m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fba3808d8-19b4-49e9-a3f6-73bcb4192553%2F55e56009-3f90-412d-b7a9-6c7a60546f03%2F4bhuo7m_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Design the middle concrete beam B1 shown below, the service live load of 2 kN/m²
and the service dead load of 2 kN/m². Note that the section width (bw = 300 mm),
and the total depth (h=500 mm), the slab load is 45.63 kN/m. Use f'c = 30 MPa, fy
= 400 MPa. Columns dimensions are (300*300) mm. The beam doesn't carry any
walls.
0.3m
0.3m
0.3m
4m
4m
H
0.3m
B₁
6m
0.3m
B₁
6m
0.3m
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