SITUATION A: The floor system shown has the following applied loads. Super Imposed Dead Load = 2.00 kPa Live Load = 1.90 kPa Slab Thickness = 100.00 mm Weight of Concrete = 24 kN/m3 Self-Weight of the beam = 1.92 kN/m Material Specifications: f’c = 21.00 MPa fy = 345.00 MPa Steel Cover = 50.00 mm What is the maximum positive moment of beam BE, acting on the midspan? in kN-m What is the maximum steel ratio of the section located at the supports? What is the actual steel ratio of the beam section at the supports? What is the ultimate moment capacity of the beam at the supports? in kN-m What is the effective flange width at the midspan? in mm What is the height of the compression block of the section at midspan? in mm What is the ultimate moment capacity of the beam at the midspan? in kN-m What would be the height of the CHB that can be placed on beam BE? Assuming the weight of the blocks is 2.30 kN/m per meter height? in meters
SITUATION A: The floor system shown has the following applied loads. Super Imposed Dead Load = 2.00 kPa Live Load = 1.90 kPa Slab Thickness = 100.00 mm Weight of Concrete = 24 kN/m3 Self-Weight of the beam = 1.92 kN/m Material Specifications: f’c = 21.00 MPa fy = 345.00 MPa Steel Cover = 50.00 mm What is the maximum positive moment of beam BE, acting on the midspan? in kN-m What is the maximum steel ratio of the section located at the supports? What is the actual steel ratio of the beam section at the supports? What is the ultimate moment capacity of the beam at the supports? in kN-m What is the effective flange width at the midspan? in mm What is the height of the compression block of the section at midspan? in mm What is the ultimate moment capacity of the beam at the midspan? in kN-m What would be the height of the CHB that can be placed on beam BE? Assuming the weight of the blocks is 2.30 kN/m per meter height? in meters
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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SITUATION A: The floor system shown has the following applied loads.
Super Imposed Dead Load = 2.00 kPa
Live Load = 1.90 kPa
Slab Thickness = 100.00 mm
Weight of Concrete = 24 kN/m3
Self-Weight of the beam = 1.92 kN/m
Material Specifications:
f’c = 21.00 MPa
fy = 345.00 MPa
Steel Cover = 50.00 mm
- What is the maximum positive moment of beam BE, acting on the midspan? in kN-m
- What is the maximum steel ratio of the section located at the supports?
- What is the actual steel ratio of the beam section at the supports?
- What is the ultimate moment capacity of the beam at the supports? in kN-m
- What is the effective flange width at the midspan? in mm
- What is the height of the compression block of the section at midspan? in mm
- What is the ultimate moment capacity of the beam at the midspan? in kN-m
- What would be the height of the CHB that can be placed on beam BE? Assuming the weight of the blocks is 2.30 kN/m per meter height? in meters
Transcribed Image Text:5 m
e Support
e Midspan
bf
3-16mm
2-16mm
B
2-16mm
3-16mm
200 mm
200 mm
2 m
2 m
ww 00r
300mm
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