Given a 10"X16" reinforced concrete beam section as shown. The main reinforcing rebars consist of two #6 (each #6 bar has a section area of 0.44 square inches). Concrete fc-3000 psi. Rebar yield strength fy=60 ksi. What is the section's theoretical nominal bending moment capacity in ft-k?

Structural Analysis
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Chapter2: Loads On Structures
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Given a 10"X16" reinforced concrete beam section as shown. The main reinforcing rebars consist of two #6 (each #6 bar has a section area of 0.44 square inches). Concrete fc'=3000 psi.
Rebar yield strength fy=60 ksi. What is the section's theoretical nominal bending moment capacity in ft-k?
loll
O A. 65.8 ft-k.
OB. 57.0 ft-k.
OC. 34.1 ft-k.
OD. 29.7 fft-k.
X²N
16"
Transcribed Image Text:Given a 10"X16" reinforced concrete beam section as shown. The main reinforcing rebars consist of two #6 (each #6 bar has a section area of 0.44 square inches). Concrete fc'=3000 psi. Rebar yield strength fy=60 ksi. What is the section's theoretical nominal bending moment capacity in ft-k? loll O A. 65.8 ft-k. OB. 57.0 ft-k. OC. 34.1 ft-k. OD. 29.7 fft-k. X²N 16"
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