SITUATION 3. A rectangular beam has b = 300 mm, d = 500 mm, As = 6 – 32 mm, fc = 27.6 MPa and uses Grade 60 reinforcement. a. Determine depth of compression block. b. Determine the nominal moment capacity. c. Determine the safe uniform live load to be applied if it carries an imposed deadload of 10 kN/m over a simply supported span of 5 m.
SITUATION 3. A rectangular beam has b = 300 mm, d = 500 mm, As = 6 – 32 mm, fc = 27.6 MPa and uses Grade 60 reinforcement. a. Determine depth of compression block. b. Determine the nominal moment capacity. c. Determine the safe uniform live load to be applied if it carries an imposed deadload of 10 kN/m over a simply supported span of 5 m.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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REINFORCED CONCRETE DESIGN
SINGLY REINFORCED BEAM
![SITUATION 3. A rectangular beam has b = 300 mm, d = 500 mm, As = 6 – 32 mm, f'c= 27.6 MPa and uses Grade 60 reinforcement.
a. Determine depth of compression block.
b. Determine the nominal moment capacity.
c. Determine the safe uniform live load to be applied if it carries an imposed deadload of 10 kN/m over a simply supported span of 5
m.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0cd3e432-c077-49f7-ac14-89f3f5c04280%2F0f5c4ccd-83dd-4c93-bcca-bf44deb06a93%2Fvegdz1b_processed.jpeg&w=3840&q=75)
Transcribed Image Text:SITUATION 3. A rectangular beam has b = 300 mm, d = 500 mm, As = 6 – 32 mm, f'c= 27.6 MPa and uses Grade 60 reinforcement.
a. Determine depth of compression block.
b. Determine the nominal moment capacity.
c. Determine the safe uniform live load to be applied if it carries an imposed deadload of 10 kN/m over a simply supported span of 5
m.
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