Transcription of CHAPTER 16
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CHAPTER 16
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 . maximum heights. BRACED WALL LINE. H = Load due to lateral earth pressures, ground water <.
STRUCTURAL DESIGN 348 2014 OREGON STRUCTURAL SPECIALTY CODE 4. Seismic design category and site class. 5. Design load-bearing values of …
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Chapter 6 Seismic Design, Chapter 6 Seismic Design 6, Seismic Design, Seismic, Chapter 11 SEISMIC DESIGN CRITERIA, Chapter, Design, 23-50 Chapter 15, Chapter 13 Minimum Design Loads, Chapter 13 Minimum Design Loads for Buildings, Building Seismic, Structural design, CHAPTER 6 - FOUNDATION DESIGN, Chapter 2 - Design Considerations