Design a 355mm wide rectangular short tied column with bars only in two end faces for Pu = 2224 kN, My = 339 kN m, f 'c = 27.6 MPa (4ksi) and fy = 413.7 MPa (60ksi), and effective cover of 25mm. Select a column size (provide the dimension "h") with approximately 2% steel. Use interaction diagrams shown below. (See Figure 1 for column section). 355 Figure 1

Structural Analysis
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Chapter2: Loads On Structures
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Design a 355mm wide rectangular short tied column with bars only in two end faces for Pu = 2224 kN, Mu = 339 kN m, f'c = 27.6 MPa (4ksi) and fy = 413.7 MPa (60ksi), and effective cover of 25mm. Select a column size (provide the dimension "h") with approximately 2% steel. Use interaction diagrams shown below.. (See Figure 1 for column section) 355 mm X Figure 1 k к h
Design a 355mm wide rectangular short tied column with bars only in two end faces for
Pu = 2224 kN, My = 339 kN m, f 'c = 27.6 MPa (4ksi) and fy = 413.7 MPa (60ksi), and
effective cover of 25mm. Select a column size (provide the dimension "h") with
approximately 2% steel. Use interaction diagrams shown below.. (See Figure 1 for
column section).
355 mm
Figure 1
Transcribed Image Text:Design a 355mm wide rectangular short tied column with bars only in two end faces for Pu = 2224 kN, My = 339 kN m, f 'c = 27.6 MPa (4ksi) and fy = 413.7 MPa (60ksi), and effective cover of 25mm. Select a column size (provide the dimension "h") with approximately 2% steel. Use interaction diagrams shown below.. (See Figure 1 for column section). 355 mm Figure 1
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