SITUATION IIl: A reinforced concrete beam with a cross-section of 250mm x 460mm (60 mm steel cover). Use the following properties to calculate what is required: f'c = 20.7 MPa fy = 344.7 MPa %3D As = 3-36mm A's = 2-25mm 8) Draw the stress diagram of the beam section 9) Calculate for the depth of the compression block. 10) Calculate for the compressive strength of the concrete (in KN). 11) Calculate for the nominal moment capacity of the beam.
SITUATION IIl: A reinforced concrete beam with a cross-section of 250mm x 460mm (60 mm steel cover). Use the following properties to calculate what is required: f'c = 20.7 MPa fy = 344.7 MPa %3D As = 3-36mm A's = 2-25mm 8) Draw the stress diagram of the beam section 9) Calculate for the depth of the compression block. 10) Calculate for the compressive strength of the concrete (in KN). 11) Calculate for the nominal moment capacity of the beam.
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Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.1.3P
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Principles of Reinforced Concrete
![SITUATION IIl: A reinforced concrete beam with a cross-section of 250mm x 460mm (60
mm steel cover). Use the following properties to calculate what is required:
f'c = 20.7 MPa
fy = 344.7 MPa
%3D
As = 3-36mm
A's = 2-25mm
8) Draw the stress diagram of the beam section
9) Calculate for the depth of the compression block.
10) Calculate for the compressive strength of the concrete (in KN).
11) Calculate for the nominal moment capacity of the beam.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5167a985-8ac0-4d4e-bcce-561aeff03bdb%2F1ab99b11-6d96-4015-ac05-50eda508ef8a%2F4hngsur_processed.png&w=3840&q=75)
Transcribed Image Text:SITUATION IIl: A reinforced concrete beam with a cross-section of 250mm x 460mm (60
mm steel cover). Use the following properties to calculate what is required:
f'c = 20.7 MPa
fy = 344.7 MPa
%3D
As = 3-36mm
A's = 2-25mm
8) Draw the stress diagram of the beam section
9) Calculate for the depth of the compression block.
10) Calculate for the compressive strength of the concrete (in KN).
11) Calculate for the nominal moment capacity of the beam.
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