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Construct the interaction diagram relating P, to M, for the building column shown in Fig. P8.7. Bending will be about the axis a-a. Calculate specific coordinates for concentric loading (e = 0), for P, and at least three other points, well chosen, on the curve. Material strengths are f f, = 60,000 psi. |3| 8000 psi and a 20" a 3" 8" 8" 8" 3" 30" Ast 10 No. 14 (No. 43) %3D

Construct the interaction diagram relating P, to M, for the building column shown in Fig. P8.7. Bending will be about the axis a-a. Calculate specific coordinates for concentric loading (e = 0), for P, and at least three other points, well chosen, on the curve. Material strengths are f f, = 60,000 psi. |3| 8000 psi and a 20" a 3" 8" 8" 8" 3" 30" Ast 10 No. 14 (No. 43) %3D

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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Construct the interaction diagram relating P, to M, for the building column shown in Fig. P8.7. Bending will be about the axis a-a. Calculate specific coordinates for concentric loading (e = 0), for P, and at least three other points, well chosen, on the curve. Material strengths are f f, = 60,000 psi. |3| 8000 psi and a 20" a 3" 8" 8" 8" 3" 30" Ast 10 No. 14 (No. 43) %3D
Transcribed Image Text:Construct the interaction diagram relating P, to M, for the building column shown in Fig. P8.7. Bending will be about the axis a-a. Calculate specific coordinates for concentric loading (e = 0), for P, and at least three other points, well chosen, on the curve. Material strengths are f f, = 60,000 psi. |3| 8000 psi and a 20" a 3" 8" 8" 8" 3" 30" Ast 10 No. 14 (No. 43) %3D
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