Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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The column is reinforced with 10 32-mm bars distributed around the perimeter. Load Pn will be applied with eccentricity e about the strong axis. Material strengths are fe = 34 MPa and fy = 415 MPa. The neutral axis c = 360 mm from extreme concrete in compression. Determine the nominal column load and its eccentricity. Find also the ultimate column strength Pn. 15 CODE 350 mm 67 680 mm e 67 Pn T Pr
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Transcribed Image Text:The column is reinforced with 10 32-mm bars distributed around the perimeter. Load Pn will be applied with eccentricity e about the strong axis. Material strengths are fe = 34 MPa and fy = 415 MPa. The neutral axis c = 360 mm from extreme concrete in compression. Determine the nominal column load and its eccentricity. Find also the ultimate column strength Pn. 15 CODE 350 mm 67 680 mm e 67 Pn T Pr
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