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subjected to an axial compression load. Assume f. = 35 MPa, f, = 420 MPa and normal-weight . concrete. Area of 10 25 mm = 491 mm %3D 30 Cm Cm mm す5 2¢25 cm cm 50 |40 mm 2 25 Cm 5 cm cm Cm 20 The nominal capacity (axial compression : strength) P, of the column is a. 2114.31 kN b. 3118.42 kN c. 5229.0 kNO d. 3916.2 4 kN

subjected to an axial compression load. Assume f. = 35 MPa, f, = 420 MPa and normal-weight . concrete. Area of 10 25 mm = 491 mm %3D 30 Cm Cm mm す5 2¢25 cm cm 50 |40 mm 2 25 Cm 5 cm cm Cm 20 The nominal capacity (axial compression : strength) P, of the column is a. 2114.31 kN b. 3118.42 kN c. 5229.0 kNO d. 3916.2 4 kN

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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subjected to an axial compression load. Assume f. = 35 MPa, f, = 420 MPa and normal-weight . concrete. Area of 10 25 mm = 491 mm Ст 30 Cm mm 5 2$25 cm cm 50 40 mm 2425 Cm cm cm Cm 5 20 The nominal capacity (axial compression : strength) P, of the column is a. 2114.31 kN b. 3118.42 kN c. 5229.0 kNO d. 3916.2 4 kN
Transcribed Image Text:subjected to an axial compression load. Assume f. = 35 MPa, f, = 420 MPa and normal-weight . concrete. Area of 10 25 mm = 491 mm Ст 30 Cm mm 5 2$25 cm cm 50 40 mm 2425 Cm cm cm Cm 5 20 The nominal capacity (axial compression : strength) P, of the column is a. 2114.31 kN b. 3118.42 kN c. 5229.0 kNO d. 3916.2 4 kN
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