Situation. The one way slab has a thickness of 200 mm. It is reinforced with 25 mm o bars with 150 mm spacing on center. The span of slab is 3.6 m with a clear cover of 20 mm. Use fe'= 21 MPa, fy= 276 MPa. Compute the depth of compression block 59.53 mm 50.60 mm 55.30 mm D 65.06 mm Compute the ultimate flexural strength (kN-m) of the slab. A 119.96 115.60 113.70 D 109.72
Situation. The one way slab has a thickness of 200 mm. It is reinforced with 25 mm o bars with 150 mm spacing on center. The span of slab is 3.6 m with a clear cover of 20 mm. Use fe'= 21 MPa, fy= 276 MPa. Compute the depth of compression block 59.53 mm 50.60 mm 55.30 mm D 65.06 mm Compute the ultimate flexural strength (kN-m) of the slab. A 119.96 115.60 113.70 D 109.72
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Situation. The one way slab has a thickness of 200 mm. It is reinforced with 25 mm ø bars with 150 mm spacing on center. The span of slab is 3.6 m with a
clear cover of 20 mm. Use fc'= 21 MPa, fy= 276 MPa.
Compute the depth of compression block
A
59.53 mm
B
50.60 mm
55.30 mm
D
65.06 mm
Compute the ultimate flexural strength (kN-m) of the slab.
A
119.96
B
115.60
113.70
109.72](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F93ee0bf9-d36c-4a0a-896f-a14f5df39f65%2F85870dec-3b92-45f5-8f18-f8ca5506d253%2F4bph18_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Situation. The one way slab has a thickness of 200 mm. It is reinforced with 25 mm ø bars with 150 mm spacing on center. The span of slab is 3.6 m with a
clear cover of 20 mm. Use fc'= 21 MPa, fy= 276 MPa.
Compute the depth of compression block
A
59.53 mm
B
50.60 mm
55.30 mm
D
65.06 mm
Compute the ultimate flexural strength (kN-m) of the slab.
A
119.96
B
115.60
113.70
109.72
![Compute the service live load in kPa that the slab can carry, assuming that the dead load is only the weight of the slab. Use 1.2DL+1.6LL load combination.
A
41.00
B
42.68
40.27
D
38.73](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F93ee0bf9-d36c-4a0a-896f-a14f5df39f65%2F85870dec-3b92-45f5-8f18-f8ca5506d253%2Fkp3aen_processed.png&w=3840&q=75)
Transcribed Image Text:Compute the service live load in kPa that the slab can carry, assuming that the dead load is only the weight of the slab. Use 1.2DL+1.6LL load combination.
A
41.00
B
42.68
40.27
D
38.73
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