Section 1601-ScopeSection 1602-DefinitionsSection 1603-Design MethodsSection 1604-Floor DesignSection 1605-Roof DesignSection 1606-Reduction of Live LoadsSection 1607-Alternate Floor Live Load reductionSection 1608-DeflectionSection 1609-Special DesignSection 1610-Walls and Structural FramingSection 1611-Anchorage of Concrete or Masonry WallsSection 1612-Prefabricated ConstructionDivision B-WIND DESIGNSection 1613-GeneralSection 1614-DefinitionsSection 1615-Symbols and NotationsSection 1616-Basic Wind SpeedSection 1617-Exposuresection 1618-Design wind pressuresSection 1619-Primary frames and systemsSection 1620-Elements and components of structuresSection 1621-Open frame towersSection 1622-Miscellaneous StructuresSection 1623-Occupancy categoriesEARTHQUAKE DESIGNSection 1624-GeneralSection 1625-DefinitionsSection 1626-Symbols and notationsSection 1627-Criteria selectionSection 1628-Minimum design lateral forces and related effectsSection 1629-Dynamic lateral force proceduresSection 1630-Lateral force on elements of structures non estructural components and equipment supported by structuresSection 1631-Detailed system design requirementssection 1632-Nonbuilding structuresSection 1633-Earthquake recording instrumentationTable 16A-Uniform and concentrated loadsTable 16B-Special Loadstable 16C-Minimum roof live loadsTable 16D-Maximum allowable deflection for structural membersTable 16E-Value of "K"Table 16F-Wind stagnation pressureTable 16G-Combined height, exposure and gust factor coefficientTable 16H-Pressure coefficientsTable 16I-Seismic zone factor ZTable 16J-Site coefficientsTable 16K-Occupancy categoryTable 16L-Vertical structural irregularitiesTable 16M-Plan structural IrregularitiesTable 16N-Structural systemsTable 16O-Horizontal factor CpTable 16P-Rw factors for nonbuilding structuresFigure 16-1Figure 16-2