1 INTRODUCTION
1.1 Material .
1.1.1 Concrete
1.1.1.1 Mix Design . .
1.1.1.1.1 Constituents .
1.1.1.1.2 Preliminary Considerations
1.1.1.1.3 Mix procedure .
1.1.1.1.4 Mix Design Example .
1.1.1.2 Mechanical Properties .
1.1.2 Reinforcing Steel .
1.2 Design Philosophy, USD
1.3 Analysis vs Design .
1.4 Basic Relations and Assumptions .
1.5 ACI Code .
2.1 Uncracked Section .
E 2-1 Uncracked Section .
2.2 Section Cracked, Stresses Elastic .
2.2.1 Basic Relations .
2.2.2 Working Stress Method .
E 2-2 Cracked Elastic Section .
E 2-3 Working Stress Design Method; Analysis .
E 2-4 Working Stress Design Method; Design .
2.3 Cracked Section, Ultimate Strength Design Method
2.3.1 Whitney Stress Block .
2.3.2 Balanced Design .
2.3.3 Review .
2.3.4 Design
2.4 Practical Design Considerations .
2.4.1 Minimum Depth .
2.4.2 Beam Sizes, Bar Spacing, Concrete Cover .
2.4.3 Design Aids .
2.5 USD Examples .
E 2-5 Ultimate Strength; Review .
E 2-6 Ultimate Strength; Design I .
E 2-7 Ultimate Strength; Design II .
Draft
6 SERVICEABILITY
6.1 Control of Cracking
E 6-1 Crack Width .
6.2 Deflections .
6.2.1 Short Term Deflection .
6.2.2 Long Term Deflection .
E 6-2 Deflections .
7 APPROXIMATE FRAME ANALYSIS
7.1 Vertical Loads .
7.2 Horizontal Loads .
7.2.1 Portal Method .
E 7-1 Approximate Analysis of a Frame subjected to Vertical and Horizontal Load
9.Columns
9.1 Introduction .
9.1.1 Types of Columns .
9.1.2 Possible Arrangement of Bars .
9.2 Short Columns
9.2.1 Concentric Loading .
9.2.2 Eccentric Columns .
9.2.2.1 Balanced Condition .
9.2.2.2 Tension Failure .
9.2.2.3 Compression Failure .
9.2.3 ACI Provisions
9.2.4 Interaction Diagrams .
9.2.5 Design Charts .
E 9-1 R/C Column, c known .
E 9-2 R/C Column, e known .
E 9-3 R/C Column, Using Design Charts
9.2.6 Biaxial Bending .
E 9-4 Biaxially Loaded Column .
9.3 Long Columns .
9.3.1 Euler Elastic Buckling .
9.3.2 Effective Length .
9.3.3 Moment Magnification Factor; ACI
E 9-5 Long R/C Column .
E 9-6 Design of Slender Column .
10 PRESTRESSED CONCRETE
10.1 Introduction .
10.1.1 Materials .
10.1.2 Prestressing Forces .
10.1.3 Assumptions .
10.1.4 Tendon Configuration .
10.1.5 Equivalent Load .
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