4.16. Determine the required area of reinforcement and the corresponding rein- forcement ratio for the section in Fig P4.1d if the ultimate moment is (a) 10,000 in-kips and (b) 5000 in-kips. f, = 60,000 psi. Comment on your solutions.

Elements Of Electromagnetics
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ISBN:9780190698614
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Questions 4.16 and 4.17 are where I need help, thank you. 

-28"-
36"
36"
4"
2-2"
24"
typ
36"
36"
2-2"
typ
8"
(a) f
= 4000 psi
(b) f
= 5000 psi
(c) = 6000 psi
(d) f
= 3000 psi
%3D
FIGURE P4.1
Transcribed Image Text:-28"- 36" 36" 4" 2-2" 24" typ 36" 36" 2-2" typ 8" (a) f = 4000 psi (b) f = 5000 psi (c) = 6000 psi (d) f = 3000 psi %3D FIGURE P4.1
4.16. Determine the required area of reinforcement and the corresponding rein-
forcement ratio for the section in Fig P4.1d if the ultimate moment is (a)
10,000 in-kips and (b) 5000 in-kips. f, = 60,000 psi. Comment on your solutions.
4.17. A rectangular beam made using concrete with f.
= 6000 psi and steel with
f, = 60,000 psi has a width b = 20 in., an effective depth of d = 17.5 in., and
a total depth of h
elastic moduli of the concrete and steel are, respectively, E.
and E = 29,000,000 psi. The tensile steel consists of four No. 11 (No. 36) bars.
(a) Find the maximum service load moment that can be resisted without
stressing the concrete above 0.45f or the steel above 0.40f.
(b) Determine whether the beam will crack before reaching the service load.
(c) Compute the nominal flexural strength of the beam.
(d) Compute the ratio of the nominal flexural strength of the beam to the max-
imum service load moment, and compare your findings to the ACI load
factors and strength reduction factor.
20 in. The concrete modulus of rupture f, = 530 psi. The
4,030,000 psi
Transcribed Image Text:4.16. Determine the required area of reinforcement and the corresponding rein- forcement ratio for the section in Fig P4.1d if the ultimate moment is (a) 10,000 in-kips and (b) 5000 in-kips. f, = 60,000 psi. Comment on your solutions. 4.17. A rectangular beam made using concrete with f. = 6000 psi and steel with f, = 60,000 psi has a width b = 20 in., an effective depth of d = 17.5 in., and a total depth of h elastic moduli of the concrete and steel are, respectively, E. and E = 29,000,000 psi. The tensile steel consists of four No. 11 (No. 36) bars. (a) Find the maximum service load moment that can be resisted without stressing the concrete above 0.45f or the steel above 0.40f. (b) Determine whether the beam will crack before reaching the service load. (c) Compute the nominal flexural strength of the beam. (d) Compute the ratio of the nominal flexural strength of the beam to the max- imum service load moment, and compare your findings to the ACI load factors and strength reduction factor. 20 in. The concrete modulus of rupture f, = 530 psi. The 4,030,000 psi
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