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

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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
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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