Design of Reinforced Concrete NINTH EDITION Edited By Jack C. McCormac and Russell H. Brown
Contents:
2- Flexural Analysis of Beams
3- Strength Analysis of Beams According to ACI Code
4- Design of Rectangular Beams and One-Way Slabs
5- Analysis and Design of T Beams and Doubly Reinforced Beams
6- Serviceability
7- Bond, Development Lengths, and Splices
8- Shear and Diagonal Tension
9- Introduction to Columns
10- Design of Short Columns Subject to Axial Load and Bending
11- Slender Columns
12- Footings
13- Retaining Walls
14- Continuous Reinforced Concrete Structures
15- Torsion
16- Two-Way Slabs, Direct Design Method
17- Two-Way Slabs, Equivalent Frame Method
18- Walls
19- Prestressed Concrete
20- Reinforced Concrete Masonry
Preface:
This textbook presents an introduction to reinforced concrete design. We authors hope the material is written in such a manner as to interest students in the subject and to encourage them to continue its study in the years to come. The text was prepared with an introductory three-credit course in mind, but sufficient material is included for an additional three-credit course.
A new chapter on strength design of reinforced concrete masonry has been added to replace the previous Chapter 20 on formwork. Surveys revealed that the forms chapter was not being used and that a chapter on masonry would be more valuable. Because strength design of reinforced concrete masonry is so similar to that of reinforced concrete, the authors felt that this would be a logical extension to the application of the theories developed earlier in the text. The design of masonry lintels, walls loaded out-of-plane, and shear walls are included. The subject of this chapter could easily occupy an entire textbook, so this chapter is limited in scope to only the basics. An example of the design of each type of masonry element is also included to show the student some typical applications.
A new chapter on strength design of reinforced concrete masonry has been added to replace the previous Chapter 20 on formwork. Surveys revealed that the forms chapter was not being used and that a chapter on masonry would be more valuable. Because strength design of reinforced concrete masonry is so similar to that of reinforced concrete, the authors felt that this would be a logical extension to the application of the theories developed earlier in the text. The design of masonry lintels, walls loaded out-of-plane, and shear walls are included. The subject of this chapter could easily occupy an entire textbook, so this chapter is limited in scope to only the basics. An example of the design of each type of masonry element is also included to show the student some typical applications.
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