a) Find the factored critical moments based on ACI moment coefficients. b) Find Pmax c) Find pmin and As,min = Pmin × b ×d
a) Find the factored critical moments based on ACI moment coefficients. b) Find Pmax c) Find pmin and As,min = Pmin × b ×d
Steel Design (Activate Learning with these NEW titles from Engineering!)
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Author:Segui, William T.
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Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.1.3P
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![A reinforced concrete slab is built integrally with its supports and consists of two equal spans,
each with a clear span of 14 ft. The service live load is 100 psf and service dead load (which
includes selfweight) is 81 psf. Considering the following information:
fy = 60000 psi
f'c = 4000 psi
b = 12 in (assume we are designing for a 12' strip)
h = 6.5 in
d = 5.5 in
a) Find the factored critical moments based on ACI moment coefficients.
b) Find Pmax
c) Find Pmin and As,min = Pmin × b × d
d) Assuming we are providing 1#6 at every slab strip (every 12" on center), check the
provided reinforcement with Pmax and Pmin:
e) Assuming maximum factored moment is 5.6 kip-ft. check if 1#6 at every 12" on center is
adequate to carry the maximum factored moment.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2be85ad6-fb20-47dd-8a3e-a2a2f08c7f3f%2F88265d98-f8bd-4867-b07e-f60d1a805b47%2Fykh1pfp_processed.png&w=3840&q=75)
Transcribed Image Text:A reinforced concrete slab is built integrally with its supports and consists of two equal spans,
each with a clear span of 14 ft. The service live load is 100 psf and service dead load (which
includes selfweight) is 81 psf. Considering the following information:
fy = 60000 psi
f'c = 4000 psi
b = 12 in (assume we are designing for a 12' strip)
h = 6.5 in
d = 5.5 in
a) Find the factored critical moments based on ACI moment coefficients.
b) Find Pmax
c) Find Pmin and As,min = Pmin × b × d
d) Assuming we are providing 1#6 at every slab strip (every 12" on center), check the
provided reinforcement with Pmax and Pmin:
e) Assuming maximum factored moment is 5.6 kip-ft. check if 1#6 at every 12" on center is
adequate to carry the maximum factored moment.
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