Transcription of CHAPTER 16
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Page 347 Wednesday, May 14, 2014 9:19 AM. CHAPTER 16. STRUCTURAL DESIGN. section 1601 SUSCEPTIBLE BAY. GENERAL VEHICLE BARRIER. Scope. The provisions of this CHAPTER shall govern the NOTATIONS. structural design of buildings, structures and portions thereof regulated by this code. D = Dead load. Di = Weight of ice in accordance with CHAPTER 10 of ASCE. 7. section 1602. DEFINITIONS AND NOTATIONS E = Combined effect of horizontal and vertical earthquake induced forces as defined in section of ASCE 7, Definitions. The following terms are defined in Chap- including seismically induced lateral earth pressure. ter 2: F = Load due to fluids with well-defined pressures and ALLOWABLE STRESS DESIGN.
2014 OREGON STRUCTURAL SPECIALTY CODE 347 CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL 1601.1 Scope. The provisions of this chapter shall govern the
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CHAPTER 19 CONCRETE, CHAPTER 19 CONCRETE SECTION, Chapter, Concrete, Building of a New Structural Concrete Code, Chapter 3 – Chemical/Aggregate Section, Connecticut, Section, General specifications 11 concrete, New York City, 93 Causes, Evaluation and Repair of, Consolidated Guide ACI 318 Provisions, Consolidated Guide ACI 318 Provisions and ASTM References