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 f'c = 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. %3D %3D 680 mm 67 67 Pn Pn e

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Activity 3 Problem Set Questions
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 f. = 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.
680 mm
67
67
Pn
Pn
e
350mm
Transcribed Image Text:Activity 3 Problem Set Questions 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 f. = 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. 680 mm 67 67 Pn Pn e 350mm
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