Design for the maximum negative moment, maximum positive moment, and maximum shear of a continuous one-way solid slab (more than three spans) supported on beams that span 15 ft on centers. The slab cames a uniform dead load of 145 psf (including the self-weight of the slab) and a live load of 160psf. fc=4 ksi fy= 50 ksi ,h=6 in, d=4.8 in, try #4 bars and beam width is 1.5 ft. Use the ACI-318 moment and shear coefficients for continuous beams and one-way slabs.
Design for the maximum negative moment, maximum positive moment, and maximum shear of a continuous one-way solid slab (more than three spans) supported on beams that span 15 ft on centers. The slab cames a uniform dead load of 145 psf (including the self-weight of the slab) and a live load of 160psf. fc=4 ksi fy= 50 ksi ,h=6 in, d=4.8 in, try #4 bars and beam width is 1.5 ft. Use the ACI-318 moment and shear coefficients for continuous beams and one-way slabs.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Design for the maximum negative moment, maximum positive moment, and maximum shear of a continuous
one-way solid slab (more than three spans) supported on beams that span 15 ft on centers. The slab cames
a uniform dead load of 145 psf (including the self-weight of the slab) and a live load of 160psf. fc=4 ksi
fy= 50 ksi ,h=6 in, d=4.8 in, try #4 bars and beam width is 1.5 ft. Use the ACI-318 moment and shear
coefficients for continuous beams and one-way slabs.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fea67e757-d713-4ce1-8297-2a91a0c9521e%2Fc5aa6647-4a04-409b-800f-ec3a9fdc6484%2Fgfwwhvu_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Design for the maximum negative moment, maximum positive moment, and maximum shear of a continuous
one-way solid slab (more than three spans) supported on beams that span 15 ft on centers. The slab cames
a uniform dead load of 145 psf (including the self-weight of the slab) and a live load of 160psf. fc=4 ksi
fy= 50 ksi ,h=6 in, d=4.8 in, try #4 bars and beam width is 1.5 ft. Use the ACI-318 moment and shear
coefficients for continuous beams and one-way slabs.
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