An axial compression tied column with b=50 cm and h-60 cm, reinforced with 10 25 mm Assumet 28 MPa and f 420 MPa Area of 10 25 mm 491 mm. The nominal capacity (axial compression strength) P. of the column is : Select one O a 10916.2 4 KN Ob 611431 KN OC 7023 14 KN d. 9085 34 kN

Structural Analysis
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Chapter2: Loads On Structures
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An axial compression tied column with b 50 cm and h=60 cm, reinforced with 10 0 25 mm Assumer= 28 MPa and f. 420 MPa Area of 10 25 mm =
491 mm. The nominal capacity (axial compression strength) P of the column is
Select one
O a 10916.24 KN
Ob 611431 KN
Oc 7023 14 KN
Od. 9085.34 KN
Next
Transcribed Image Text:An axial compression tied column with b 50 cm and h=60 cm, reinforced with 10 0 25 mm Assumer= 28 MPa and f. 420 MPa Area of 10 25 mm = 491 mm. The nominal capacity (axial compression strength) P of the column is Select one O a 10916.24 KN Ob 611431 KN Oc 7023 14 KN Od. 9085.34 KN Next
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