: For the short column whose cross-section shown in Fig. (1), calculate: The compressive force (P) that yielded compressive strain at the middle layer reinforcement bars of equal to 0.001, and the corresponding moment (M) and eccentricity (e.). Use f 28 MPa and f= 420 MPa.

: For the short column whose cross-section shown in Fig. (1), calculate: The compressive force (P) that yielded compressive strain at the middle layer reinforcement bars of equal to 0.001, and the corresponding moment (M) and eccentricity (e.). Use f 28 MPa and f= 420 MPa.

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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Question

Q1: For the short column whose cross-section shown in Fig. (1),
calculate:
The compressive force (Pn) that yielded compressive
strain at the middle layer reinforcement bars of equal to
0.001, and the corresponding moment (M) and
eccentricity (e.).
Use fe 28 MPa and f= 420 MPa.
65 mm
X
T
200 mm
10 # 25 bars
65 mm
385 mm
Fig. (1)
300 mm
350 mm
300 mm
65 mm

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