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.
2014 OREGON STRUCTURAL SPECIALTY CODE 347 CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL 1601.1 Scope. The …
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