just answer d to f a. Height of Compression Block in mm = 247.6583 mm%3Db. Area of the effective concrete for compression in mm^2 = 127048.7061 mm^2c. Maximum Steel Ratio = 0.0051d. Stress Felt by the Compression Bars in MPae. Stress Felt by the Tension Bars in MPaf. Ultimate Moment Capacity in kNmbh,3-Komong-lOmmø2-l6mmpß-4-25 mmøbwVALUESbw = 413 mmb = 513 mmh = 633 mmh1 = 63.3fc' = 33.3 MPa%3Dfy = 1211.3 MPa

Answer d) Calculation of stress felt by compression bars To calculate the stress felt by the…

Answered: d. Stress Felt by the Compression Bars…

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

just answer d to f

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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