A reinforced concrete one-way slab is built integrally with its supporting beams which are all 12 inches thick. The slab consists of two equal spans, each with a clear span of 14 ft. The service live load is 100 psf, and 4000 psi concrete is specified for use with steel with a yield stress equal to 60,000 psi. a. Design the slab, following the provisions of the ACI Code. b. Make a dimensioned sketch showing the slab section of one span. Label the reinforcement shown in your sketch.
A reinforced concrete one-way slab is built integrally with its supporting beams which are all 12 inches thick. The slab consists of two equal spans, each with a clear span of 14 ft. The service live load is 100 psf, and 4000 psi concrete is specified for use with steel with a yield stress equal to 60,000 psi. a. Design the slab, following the provisions of the ACI Code. b. Make a dimensioned sketch showing the slab section of one span. Label the reinforcement shown in your sketch.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![4) A reinforced concrete one-way slab is built integrally with its supporting beams which are
all 12 inches thick. The slab consists of two equal spans, each with a clear span of 14 ft.
The service live load is 100 psf, and 4000 psi concrete is specified for use with steel with
a yield stress equal to 60,000 psi.
a. Design the slab, following the provisions of the ACI Code.
b. Make a dimensioned sketch showing the slab section of one span. Label the
reinforcement shown in your sketch.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8ba5bb42-9f91-47fb-99bc-2b238b6d1c6f%2F955853d9-7e49-4902-b72a-bf9ab6ef5a2f%2Fc556ei_processed.jpeg&w=3840&q=75)
Transcribed Image Text:4) A reinforced concrete one-way slab is built integrally with its supporting beams which are
all 12 inches thick. The slab consists of two equal spans, each with a clear span of 14 ft.
The service live load is 100 psf, and 4000 psi concrete is specified for use with steel with
a yield stress equal to 60,000 psi.
a. Design the slab, following the provisions of the ACI Code.
b. Make a dimensioned sketch showing the slab section of one span. Label the
reinforcement shown in your sketch.
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Step 1: Introduce the problem statement
VIEWStep 2: Choose slab thickness to control deflection
VIEWSolution
VIEWStep 3: Determine ultimate load acting on slab
VIEWStep 4: Compute maximum positive moment
VIEWStep 5: Compute maximum negative moment
VIEWStep 6: Design the bottom reinforcement
VIEWStep 7: Design the negative reinforcement
VIEWStep 8: Check for Shear
VIEWStep 9: Transverse reinforcement
VIEWStep 10: Reinforcement detail
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