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. IS CODE 580 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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
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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