Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
1. Analysis of Singly reinforced concrete beam. For the beam shown below, determine the following: - 10 ft PL=32 kips WD=2k/ft d=? h=34" (excluding beam weight) 6 #9 bars 20 ft —b=16”. (a) Determine the maximum ultimate moment, Mu. (b) Compute the flexural strength, MR, of the beam using internal couple method. (c) Compute the flexural strength, MR, of the beam using ACI tables method (Using flowchart and appendix tables). (d) Is this beam adequate for the design moment according to ACI Code? (e) If it is over-designed, MR>>Mu, what would you suggest as Structural Engineer to change in section/reinforcing to decrease it? Explain why. (f) Does it satisfy other requirements of ACI Code (minimum required width of the beam to furnish rebars, min. reinforcement ratio)? - |||| - Other properties of the beam: Concrete properties: f'c = 4000 psi and density of 150 pcf. Steel properties: grade 60 steel rebars. Beam is an internal member, Cover=1.5in Assume #3 stirrups are used.

1. Analysis of Singly reinforced concrete beam. For the beam shown below, determine the following: - 10 ft PL=32 kips WD=2k/ft d=? h=34" (excluding beam weight) 6 #9 bars 20 ft —b=16”. (a) Determine the maximum ultimate moment, Mu. (b) Compute the flexural strength, MR, of the beam using internal couple method. (c) Compute the flexural strength, MR, of the beam using ACI tables method (Using flowchart and appendix tables). (d) Is this beam adequate for the design moment according to ACI Code? (e) If it is over-designed, MR>>Mu, what would you suggest as Structural Engineer to change in section/reinforcing to decrease it? Explain why. (f) Does it satisfy other requirements of ACI Code (minimum required width of the beam to furnish rebars, min. reinforcement ratio)? - |||| - Other properties of the beam: Concrete properties: f'c = 4000 psi and density of 150 pcf. Steel properties: grade 60 steel rebars. Beam is an internal member, Cover=1.5in Assume #3 stirrups are used.

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
1. Analysis of Singly reinforced concrete beam. For the beam shown below, determine the following: - 10 ft PL=32 kips WD=2k/ft d=? h=34" (excluding beam weight) 6 #9 bars 20 ft —b=16”. (a) Determine the maximum ultimate moment, Mu. (b) Compute the flexural strength, MR, of the beam using internal couple method. (c) Compute the flexural strength, MR, of the beam using ACI tables method (Using flowchart and appendix tables). (d) Is this beam adequate for the design moment according to ACI Code? (e) If it is over-designed, MR>>Mu, what would you suggest as Structural Engineer to change in section/reinforcing to decrease it? Explain why. (f) Does it satisfy other requirements of ACI Code (minimum required width of the beam to furnish rebars, min. reinforcement ratio)? - |||| - Other properties of the beam: Concrete properties: f'c = 4000 psi and density of 150 pcf. Steel properties: grade 60 steel rebars. Beam is an internal member, Cover=1.5in Assume #3 stirrups are used.
Transcribed Image Text:1. Analysis of Singly reinforced concrete beam. For the beam shown below, determine the following: - 10 ft PL=32 kips WD=2k/ft d=? h=34" (excluding beam weight) 6 #9 bars 20 ft —b=16”. (a) Determine the maximum ultimate moment, Mu. (b) Compute the flexural strength, MR, of the beam using internal couple method. (c) Compute the flexural strength, MR, of the beam using ACI tables method (Using flowchart and appendix tables). (d) Is this beam adequate for the design moment according to ACI Code? (e) If it is over-designed, MR>>Mu, what would you suggest as Structural Engineer to change in section/reinforcing to decrease it? Explain why. (f) Does it satisfy other requirements of ACI Code (minimum required width of the beam to furnish rebars, min. reinforcement ratio)? - |||| - Other properties of the beam: Concrete properties: f'c = 4000 psi and density of 150 pcf. Steel properties: grade 60 steel rebars. Beam is an internal member, Cover=1.5in Assume #3 stirrups are used.
Expert Solution
steps

Step by step

Solved in 2 steps with 4 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Similar questions
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