Question 1 For the reinforced concrete column with cross section shown in Figure 1. Concrete: fe' = 60 MPa fay = 500 MPa Steel: a) Calculate the pure axial design compression capacity oNuo b) Calculate oNu and oMu for unstressed state of tensile steel (decompression point). c) Calculate oNub and oMub for balanced failure state. d) Calculate the pure design bending moment capacity Muo 360 40 N20 390 N20 40 Figure 1

Structural Analysis
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Chapter2: Loads On Structures
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Question 1
For the reinforced concrete column with cross section shown in Figure 1.
Concrete: fe' = 60 MPa
fay = 500 MPa
Steel:
a) Calculate the pure axial design compression capacity oNuo
b) Calculate oNu and oMu for unstressed state of tensile steel (decompression point).
c) Calculate oNub and oMub for balanced failure state.
d) Calculate the pure design bending moment capacity Muo
360
40
N20
390
N20
40
Figure 1
Transcribed Image Text:Question 1 For the reinforced concrete column with cross section shown in Figure 1. Concrete: fe' = 60 MPa fay = 500 MPa Steel: a) Calculate the pure axial design compression capacity oNuo b) Calculate oNu and oMu for unstressed state of tensile steel (decompression point). c) Calculate oNub and oMub for balanced failure state. d) Calculate the pure design bending moment capacity Muo 360 40 N20 390 N20 40 Figure 1
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