10.1) The illustrated one-way slab system supports a superimposed service live load of 650 psf on a simple span of 19 ft. Check the adequacy of the slab with respect to moment. Use f′c=4,000 psi and fy=60,000 psi.
10.1) The illustrated one-way slab system supports a superimposed service live load of 650 psf on a simple span of 19 ft. Check the adequacy of the slab with respect to moment. Use f′c=4,000 psi and fy=60,000 psi.
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Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...
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10.1) The illustrated one-way slab system supports a superimposed service live load of 650 psf
on a simple span of 19 ft. Check the adequacy of the slab with respect to moment. Use
f′c=4,000 psi and fy=60,000 psi.
10.2) Design a simple-span one-way slab to carry a uniformly distributed live load of 550 psf.
The span is 35 ft (center-to-center of supports). Use f′c=3,000 psi and fy=60,000 psi. Select
the thickness to be not less than the ACI minimum thickness requirement.
![10.1. The illustrated one-way slab system supports a superimposed service live load of 650 psf
on a simple span of 19 ft. Check the adequacy of the slab with respect to moment. Use
f=4,000 psi and fy=60,000 psi.
-12"-
h = 9"
#9 @ 10" o.c.
clear
- 12"
Typical Section
19'
10.2. Design a simple-span one-way slab to carry a uniformly distributed live load of 550 psf.
The span is 35 ft (center-to-center of supports). Use f'=3,000 psi and fy=60,000 psi. Select
the thickness to be not less than the ACI minimum thickness requirement.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Feee284a6-43d3-423d-86d8-6e9f35ccfd85%2F3baa9705-09b1-49ff-8721-7362e81d70f6%2Fe74vi6i_processed.png&w=3840&q=75)
Transcribed Image Text:10.1. The illustrated one-way slab system supports a superimposed service live load of 650 psf
on a simple span of 19 ft. Check the adequacy of the slab with respect to moment. Use
f=4,000 psi and fy=60,000 psi.
-12"-
h = 9"
#9 @ 10" o.c.
clear
- 12"
Typical Section
19'
10.2. Design a simple-span one-way slab to carry a uniformly distributed live load of 550 psf.
The span is 35 ft (center-to-center of supports). Use f'=3,000 psi and fy=60,000 psi. Select
the thickness to be not less than the ACI minimum thickness requirement.
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