1- A reinforced concrete building floor system consists of a continuou monolithically (integrally) with its supporting beams, as shown in Figure below. The applied service live load is 6.0 kN/m?. Dead loa weight of the floor. Using ACI coefficients method, calculate the c design the slab (determine the required area of steel and spacings). are f'= 21 MPa and fy = 420 MPa. The concrete density is 24 kN/ flexural reinforcement.
1- A reinforced concrete building floor system consists of a continuou monolithically (integrally) with its supporting beams, as shown in Figure below. The applied service live load is 6.0 kN/m?. Dead loa weight of the floor. Using ACI coefficients method, calculate the c design the slab (determine the required area of steel and spacings). are f'= 21 MPa and fy = 420 MPa. The concrete density is 24 kN/ flexural reinforcement.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![1- A reinforced concrete building floor system consists of a continuous one-way slab built
monolithically (integrally) with its supporting beams, as shown in cross section in the
Figure below. The applied service live load is 6.0 kN/m2. Dead load includes the self-
weight of the floor. Using ACI coefficients method, calculate the design moments and
design the slab (determine the required area of steel and spacings). Material properties
are f' = 21 MPa and fy = 420 MPa. The concrete density is 24 kN/m'. Use o13mm for
flexural reinforcement.
%3!
4800
4800
End span
Typical interior span
450
450
450
(Dimensions in mm)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F54a96911-1c99-4434-a827-2eb388281dd7%2F4a027ac2-0b47-482c-94d1-4925c7c734bb%2Fdzxd8dt_processed.jpeg&w=3840&q=75)
Transcribed Image Text:1- A reinforced concrete building floor system consists of a continuous one-way slab built
monolithically (integrally) with its supporting beams, as shown in cross section in the
Figure below. The applied service live load is 6.0 kN/m2. Dead load includes the self-
weight of the floor. Using ACI coefficients method, calculate the design moments and
design the slab (determine the required area of steel and spacings). Material properties
are f' = 21 MPa and fy = 420 MPa. The concrete density is 24 kN/m'. Use o13mm for
flexural reinforcement.
%3!
4800
4800
End span
Typical interior span
450
450
450
(Dimensions in mm)
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