2) You were engaged as a consulting engineer to carry out a structural assessment on an existing reinforced concrete building and encountered a beam with the cross-section shown in Figure 2 below. Non-destructive tests carried out revealed that the material strengths are f = 3000 psi and fy = 60,000 psi. Determine the design moment capacity of this beam section. C.S.Z) (27 in.) (21.5 in.) E 2 #9 4 #11 (14 in.) Figure 2

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Problem 1.5.3P: A tensile test was performed on a metal specimen having a circular cross section with a diameter 0....
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2) You were engaged as a consulting engineer to carry out a structural assessment on an
existing reinforced concrete building and encountered a beam with the cross-section
shown in Figure 2 below. Non-destructive tests carried out revealed that the material
strengths are f = 3000 psi and fy = 60,000 psi. Determine the design moment
capacity of this beam section.
C.S.Z)
(27 in.)
(21.5 in.)
LE
2 #9
4 # 112
(14 in.)
Figure 2
Transcribed Image Text:2) You were engaged as a consulting engineer to carry out a structural assessment on an existing reinforced concrete building and encountered a beam with the cross-section shown in Figure 2 below. Non-destructive tests carried out revealed that the material strengths are f = 3000 psi and fy = 60,000 psi. Determine the design moment capacity of this beam section. C.S.Z) (27 in.) (21.5 in.) LE 2 #9 4 # 112 (14 in.) Figure 2
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