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 <. BRACED WALL PANEL. pressure or pressure of bulk materials. DEAD LOADS. L = Roof live load greater than 20 psf ( kN/m2) and floor live load. design STRENGTH. Lr = Roof live load of 20 psf ( kN/m2) or less.
2014 OREGON STRUCTURAL SPECIALTY CODE 347 CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL 1601.1 Scope. The provisions of this chapter …
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