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nd fy = 415 MPa. Eccentricity is measured along 500 mm dimension. Determine Pu when e=500 mm. A 1104.71 kN 653.48 kN 1012.71 kN D 901.23 kN

nd fy = 415 MPa. Eccentricity is measured along 500 mm dimension. Determine Pu when e=500 mm. A 1104.71 kN 653.48 kN 1012.71 kN D 901.23 kN

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A 350mm x 600 mm column is reinforced with 6-28mmÆ bars, three bars distributed equally in short dimension with steel covering of 75 mm. f. = 27.6 MPa and f, = 415 MPa. Eccentricity is measured along 500 mm dimension. Determine Pu when e-500 mm. A 1104.71 kN B 653.48 kN 1012.71 kN D 901.23 kN
Transcribed Image Text:A 350mm x 600 mm column is reinforced with 6-28mmÆ bars, three bars distributed equally in short dimension with steel covering of 75 mm. f. = 27.6 MPa and f, = 415 MPa. Eccentricity is measured along 500 mm dimension. Determine Pu when e-500 mm. A 1104.71 kN B 653.48 kN 1012.71 kN D 901.23 kN
A 350mm x 600 mm column is reinforced with 6-28mm bars, three bars distributed equally in short dimension with steel covering of 75 mm. f. = 27.6 MPa and f, = 415 MPa. Eccentricity is measured along 500 mm dimension. Determine Pu when e-300mm. A 2380.71 kN B 1706.63 kN 1466.563 kN D 1507.974 kN
Transcribed Image Text:A 350mm x 600 mm column is reinforced with 6-28mm bars, three bars distributed equally in short dimension with steel covering of 75 mm. f. = 27.6 MPa and f, = 415 MPa. Eccentricity is measured along 500 mm dimension. Determine Pu when e-300mm. A 2380.71 kN B 1706.63 kN 1466.563 kN D 1507.974 kN
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