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Use f30 MPa and f=414 MPa, H=430 mm and As=1473 mm? to calculate -200-여 100 100 H. 3425- 50 400- The cracking moment of the section in kN.m is Using the transformed area method, M= 200 kN.m and n=8, find the bending stresses in concrete and steel The bending stress in concrete (fc) in MPa equals Bending stress in steel (Fs) in MPa equals

Use f30 MPa and f=414 MPa, H=430 mm and As=1473 mm? to calculate -200-여 100 100 H. 3425- 50 400- The cracking moment of the section in kN.m is Using the transformed area method, M= 200 kN.m and n=8, find the bending stresses in concrete and steel The bending stress in concrete (fc) in MPa equals Bending stress in steel (Fs) in MPa equals

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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Reinforced concrete 

Use f=30 MPa and f=414 MPa, H-430 mm and As- 1473 mm to clulate 200- 100 100 H. 3425 50 --400 The cracking moment of the section in kN.m is Using the transformed area method, M= 200 kN.mand n=8, find the bending stresses in concrete and steel The bending stress in concrete (fc) in MPa equals Bending stress in steel (Fs) in MPa equals 券 12:43 PM EN 8/1/2021
Transcribed Image Text:Use f=30 MPa and f=414 MPa, H-430 mm and As- 1473 mm to clulate 200- 100 100 H. 3425 50 --400 The cracking moment of the section in kN.m is Using the transformed area method, M= 200 kN.mand n=8, find the bending stresses in concrete and steel The bending stress in concrete (fc) in MPa equals Bending stress in steel (Fs) in MPa equals 券 12:43 PM EN 8/1/2021
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