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SHOW ALL SOLUTIONS a. Height of Compression Block in mm b. Area of the effective concrete for compression in mm^2 c. Maximum Steel Ratio d. Stress Felt by the Compression Bars in MPa e. Stress Felt by the Tension Bars in MPa f. Ultimate Moment Capacity in kNm h, 3-Komno 2-K6mmß 4-25 mmß bw VALUES bw = 413 mm b= 513 mm h= 633 mm h1 = 63.3 fc' = 33.3 MPa fy = = 1211.3 MPa

SHOW ALL SOLUTIONS a. Height of Compression Block in mm b. Area of the effective concrete for compression in mm^2 c. Maximum Steel Ratio d. Stress Felt by the Compression Bars in MPa e. Stress Felt by the Tension Bars in MPa f. Ultimate Moment Capacity in kNm h, 3-Komno 2-K6mmß 4-25 mmß bw VALUES bw = 413 mm b= 513 mm h= 633 mm h1 = 63.3 fc' = 33.3 MPa fy = = 1211.3 MPa

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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Please solve it given the values. Show all solutions
SHOW ALL SOLUTIONS a. Height of Compression Block in mm b. Area of the effective concrete for compression in mm^2 c. Maximum Steel Ratio d. Stress Felt by the Compression Bars in MPa e. Stress Felt by the Tension Bars in MPa f. Ultimate Moment Capacity in kNm h, 3-Komng lOmmg 2-16mmp 4-25 mmøß bw VALUES bw = 413 mm b = 513 mm h= 633 mm h1 = 63.3 fc' = 33.3 MPa fy = 1211.3 MPa %3D
Transcribed Image Text:SHOW ALL SOLUTIONS a. Height of Compression Block in mm b. Area of the effective concrete for compression in mm^2 c. Maximum Steel Ratio d. Stress Felt by the Compression Bars in MPa e. Stress Felt by the Tension Bars in MPa f. Ultimate Moment Capacity in kNm h, 3-Komng lOmmg 2-16mmp 4-25 mmøß bw VALUES bw = 413 mm b = 513 mm h= 633 mm h1 = 63.3 fc' = 33.3 MPa fy = 1211.3 MPa %3D
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