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.
STRUCTURAL DESIGN 348 2014 OREGON STRUCTURAL SPECIALTY CODE 4. Seismic design category and site class. 5. Design load-bearing values of soils. 1603.1.1 Floor live load.
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REFERENCE STANDARD RS-10 STRUCTURAL, Reference Standard, REFERENCE STANDARD RS-10, Structural, Calculations for Structures under Mechanical Load, SECTION 14 - BEARINGS, Specification for Structural Joints Using, Plastic Material Selection Guide, Application, STRUCTURAL STEEL DESIGN AND CONSTRUCTION, Load, Open-Web Trusses, The The Wood Products Council CES, Bearing