Key Phrases - Statistically Improbable Phrases (SIPs):
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site coefficient, including beam weight, nominal resisting moment, qualitative influence lines, additional longitudinal reinforcing, soil site class, round spiral column, equivalent frame method, web reinforcing, select reinforcing bars, development length requirements, shear reinforcing, plain concrete footings, posttensioned members, column interaction diagrams, response acceleration parameter, upward soil pressure, design moment capacity, direct design method, service live load, prestressed sections, service dead load, deformed welded wire fabric, reinforcing steel area, compression reinforcing
Key Phrases - Capitalized Phrases (CAPs):
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Repeat Problem, Appendix Table, Repeat Example, New York, United States, Two-Way Slabs, Continuous Reinforced Concrete Structures, Design of Short Columns Subject, Prestressed Concrete, Slender Columns, American Concrete Institute, John Wiley, American Society of Civil Engineers, Flexural Analysis of Beams, Upper Saddle River, Code Section, Strength Analysis of Beams According, Portland Cement Association, Units In Problems, Open the Excel, Occupancy Category, Design Handbook, Courtesy of Economy Forms Corporation, Farmington Hills, Seismic Design of Reinforced Concrete Structures
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