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d. Stress Felt by the Compression Bars in MPa e. Stress Felt by the Tension Bars in MPa f. Ultimate Moment Capacity in kNm

d. Stress Felt by the Compression Bars in MPa e. Stress Felt by the Tension Bars in MPa f. Ultimate Moment Capacity in kNm

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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a. Height of Compression Block in mm = 247.6583 mm %3D b. Area of the effective concrete for compression in mm^2 = 127048.7061 mm^2 c. Maximum Steel Ratio = 0.0051 d. Stress Felt by the Compression Bars in MPa e. Stress Felt by the Tension Bars in MPa f. Ultimate Moment Capacity in kNm b h, 3-Komong -lOmmø 2-l6mmpß -4-25 mmø bw VALUES bw = 413 mm b = 513 mm h = 633 mm h1 = 63.3 fc' = 33.3 MPa %3D fy = 1211.3 MPa
Transcribed Image Text:a. Height of Compression Block in mm = 247.6583 mm %3D b. Area of the effective concrete for compression in mm^2 = 127048.7061 mm^2 c. Maximum Steel Ratio = 0.0051 d. Stress Felt by the Compression Bars in MPa e. Stress Felt by the Tension Bars in MPa f. Ultimate Moment Capacity in kNm b h, 3-Komong -lOmmø 2-l6mmpß -4-25 mmø bw VALUES bw = 413 mm b = 513 mm h = 633 mm h1 = 63.3 fc' = 33.3 MPa %3D fy = 1211.3 MPa
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