Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
Situation 1 A rectangular concrete beam has a simple span of 7.2 m. which carries a dead load of 23.5 kN/m and a live load of 16 kN/m. it has a width of 400 mm, and a concrete cover of 40 mm. fc'-30 MPa and fy-400 MPa, p=0.008. Use capacity factor of 0.9. 1. Compute the required depth of the beam (mm). a. 500 b. 600 c. 550 d. 650 2. Compute the number of 25 mm dia. bars needed for tension reinforcement. a. 3 b. 4 c. 5 d. 6 3. Determine the nominal moment (kN-m) acting on the beam. a. 224.568 b. 842.476 c. 387.360 d. 348.624

Situation 1 A rectangular concrete beam has a simple span of 7.2 m. which carries a dead load of 23.5 kN/m and a live load of 16 kN/m. it has a width of 400 mm, and a concrete cover of 40 mm. fc'-30 MPa and fy-400 MPa, p=0.008. Use capacity factor of 0.9. 1. Compute the required depth of the beam (mm). a. 500 b. 600 c. 550 d. 650 2. Compute the number of 25 mm dia. bars needed for tension reinforcement. a. 3 b. 4 c. 5 d. 6 3. Determine the nominal moment (kN-m) acting on the beam. a. 224.568 b. 842.476 c. 387.360 d. 348.624

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
Question
Answer
Situation 1 A rectangular concrete beam has a simple span of 7.2 m. which carries a dead load of 23.5 kN/m and a live load of 16 kN/m. it has a width of 400 mm, and a concrete cover of 40 mm. fc'-30 MPa and fy-400 MPa, p=0.008. Use capacity factor of 0.9. 1. Compute the required depth of the beam (mm). a. 500 b. 600 c. 550 d. 650 2. Compute the number of 25 mm dia. bars needed for tension reinforcement. a. 3 b. 4 c. 5 d. 6 3. Determine the nominal moment (kN-m) acting on the beam. a. 224.568 b. 842.476 c. 387.360 d. 348.624
Transcribed Image Text:Situation 1 A rectangular concrete beam has a simple span of 7.2 m. which carries a dead load of 23.5 kN/m and a live load of 16 kN/m. it has a width of 400 mm, and a concrete cover of 40 mm. fc'-30 MPa and fy-400 MPa, p=0.008. Use capacity factor of 0.9. 1. Compute the required depth of the beam (mm). a. 500 b. 600 c. 550 d. 650 2. Compute the number of 25 mm dia. bars needed for tension reinforcement. a. 3 b. 4 c. 5 d. 6 3. Determine the nominal moment (kN-m) acting on the beam. a. 224.568 b. 842.476 c. 387.360 d. 348.624
Expert Solution
steps

Step by step

Solved in 2 steps

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS