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Title: UBC TABLE OF CONTENTS - Volume 2  •  Size: 20384

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UBC TABLE OF CONTENTS

Effective Use of the Uniform Building Code 2-xxxiii

Chapter 16 Structural Forces 2-1

Division I - General Design Requirements 2-1

Section 1601 - Scope 2-1
Section 1602 - Definitions 2-1
Section 1603 - Design Methods 2-1
Section 1604 - Floor Design 2-2
Section 1605 - Roof Design 2-3
Section 1606 - Reduction of Live Loads 2-4
Section 1607 - Alternate Floor Live Load Reduction 2-5
Section 1608 - Deflection 2-5
Section 1609 - Special Design 2-5
Section 1610 - Walls and Structural Framing 2-6
Section 1611 - Anchorage of Concrete or Masonry Walls 2-6
Section 1612 - Prefabricated Construction 2-6

Division II - Wind Design 2-8

Section 1613 - General 2-8
Section 1614 - Definitions 2-8
Section 1615 - Symbols and Notations 2-8
Section 1616 - Basic Wind Speed 2-9
Section 1617 - Exposure 2-9
Section 1618 - Design Wind Pressures 2-9
Section 1619 - Primary Frames and Systems 2-9
Section 1620 - Elements and Components of Structures 2-9
Section 1621 - Open-frame Towers 2-10
Section 1622 - Miscellaneous Structures 2-10
Section 1623 - Occupancy Categories 2-10

Division III - Earthquake Design 2-11

Section 1624 - General 2-11
Section 1625 - Definitions 2-11
Section 1626 - Symbols and Notations 2-13
Section 1627 - Criteria Selection 2-14
Section 1628 - Minimum Design Lateral Forces and Related Effects 2-16
Section 1629 - Dynamic Lateral-force Procedures 2-20
Section 1630 - Lateral Force on Elements of Structures, Nonstructural
Components and Equipment Supported by Structures 2-22
Section 1631 - Detailed Systems Design Requirements 2-23
Section 1632 - Nonbuilding Structures 2-26
Section 1633 - Earthquake-recording Instrumentations 2-28

Chapter 17 Structural Tests and Inspections 2-43

Section 1701 - Special Inspections 2-43
Section 1702 - Structural Observation 2-45
Section 1703 - Nondestructive Testing 2-46
Section 1704 - Prefabricated Construction 2-46

Chapter 18 Foundations and Retaining Walls 2-48

Division I - General 2-48

Section 1801 - Scope 2-48
Section 1802 - Quality and Design 2-48
Section 1803 - Soil Classification - Expansive Soil 2-48
Section 1804 - Foundation Investigation 2-48
Section 1805 - Allowable Foundation and Lateral Pressures 2-49
Section 1806 - Footings 2-49
Section 1807 - Piles - General Requirements 2-52
Section 1808 - Specific Pile Requirements 2-54
Section 1809 - Foundation Construction - Seismic Zones 3 and 4 2-56

Division II - Design Standard for Treated Wood Foundation System 2-59

Section 1810 - Scope 2-59
Section 1811 - Materials 2-59
Section 1812 - Drainage and Moisture Control 2-60
Section 1813 - Design Loads 2-61
Section 1814 - Structural Design 2-62

Division III - Design Standard for Design of Slab-on-grade Foundations to
Resist the Effects of Expansive Soils 2-65

Section 1815 - Design of Slab-on-Ground Foundations 2-65
Section 1816 - Design of Post-tensioned Slabs on Ground (Based on
Design Specification of the Post-Tensioning Institute) 2-66
Section 1817 - APPENDIX A (A Procedure for Estimation of the Amount
of Climate Controlled Differential Movement of Expansive Soils) 2-77
Section 1818 - APPENDIX B (Simplified Procedures for Determining
Cation Exchange Capacity and Cation Exchange Activity) 2-79

Chapter 19 Concrete 2-132

Section 1900 - Source 2-132
Section 1901 - Scope 2-132
Section 1902 - Definitions 2-132
Section 1903 - Specifications for Tests and Materials 2-134
Section 1904 - Durability Requirements 2-138
Section 1905 - Concrete Quality, Mixing and Placing 2-139
Section 1906 - Formwork, Embedded Pipes and Construction Joints 2-144
Section 1907 - Details of Reinforcement 2-146
Section 1908 - Analysis and Design 2-153
Section 1909 - Strength and Serviceability Requirements 2-158
Section 1910 - Flexure and Axial Loads 2-164
Section 1911 - Shear and Torsion 2-172
Section 1912 - Development and Splices of Reinforcement 2-190
Section 1913 - Two-way Slab Systems 2-200
Section 1914 - Walls 2-209
Section 1915 - Footings 2-212
Section 1916 - Precast Concrete 2-215
Section 1917 - Composite Concrete Flexural Members 2-216
Section 1918 - Prestressed Concrete 2-219
Section 1919 - Shells and Folded Plates 2-228
Section 1920 - Strength Evaluation of Existing Structures 2-230
Section 1921 - Reinforced Concrete Structures Resisting
Forces Induced by Earthquake Motions 2-232
Section 1922 - Shotcrete 2-247
Section 1923 - Plain Concrete 2-249
Section 1924 - Minimum Slab Thickness 2-254
Section 1925 - Anchorage to Concrete 2-254
Section 1926 - Alternate Design Method 2-256
Section 1927 - Reinforced Gypsum Concrete 2-262

Chapter 20 Lightweight Metals 2-271

Division I - General 2-271

Section 2001 - Material Standards and Symbols 2-271
Section 2002 - Allowable Stresses for Members and Fasteners 2-274
Section 2003 - Design 2-275
Section 2004 - Fabrication and Erection 2-275

Division II - Design Standard for Aluminum Structures 2-281

Section 2005 - Scope 2-281
Section 2006 - Materials 2-281
Section 2007 - Design 2-281
Section 2008 - Allowable Stresses 2-281
Section 2009 - Special Design Rules 2-281
Section 2010 - Mechanical Connections 2-287
Section 2011 - Fabrication 2-290
Section 2012 - Welded Construction 2-292
Section 2013 - Testing 2-293

Chapter 21 Masonry 2-299

Section 2101 - General 2-299
Section 2102 - Material Standards 2-303
Section 2103 - Mortar and Grout 2-305
Section 2104 - Construction 2-306
Section 2105 - Quality Assurance 2-310
Section 2106 - General Design Requirements 2-312
Section 2107 - Working Stress Design of Masonry 2-320
Section 2108 - Strength Design of Masonry 2-329
Section 2109 - Empirical Design of Masonry 2-343
Section 2110 - Glass Masonry 2-346
Section 2111 - Chimneys, Fireplaces and Barbecues 2-347

Chapter 22 Steel 2-356

Division I - General 2-356

Section 2201 - Scope 2-356
Section 2202 - Design and Identification of Steel for Structures 2-356
Section 2203 - Structural Steel Construction 2-357
Section 2204 - Cold-formed Carbon and Low-alloy Steel Construction 2-357
Section 2205 - Cold-formed Stainless Steel Construction 2-357
Section 2206 - Open-web Steel Joists and Joist Girders 2-357
Section 2207 - Steel Storage Racks 2-357
Section 2208 - Steel Cables 2-358
Section 2209 - Welding 2-358
Section 2210 - Bolts 2-358
Section 2211 - Steel Structures Resisting Forces Induced by
Earthquake Motions in Seismic Zones 3 and 4 2-358
Section 2212 - Steel Structures Resisting Forces Induced by
Earthquake Motions in Seismic Zones 1 and 2 2-369

Division II - Design Standard for Stress Variation or Stress Reversal Design 2-374

Section 2213 - Scope 2-374
Section 2214 - Definitions 2-374
Section 2215 - Stress Range Computation 2-374
Section 2216 - Design for Fatigue 2-374
Section 2217 - Provisions for Mechanical Fasteners 2-374

Division III - Design Standard for Open-web Steel Joists 2-377

Section 2218 - Amendments 2-377
Section 2219 - Adoption 2-377

Division IV - Design Standard for Structural Joints Using High-strength Bolts 2-445

Section 2220 - Scope 2-445
Section 2221 - Bolts, Nuts, Washers and Paint 2-445
Section 2222 - Bolted Parts 2-446
Section 2223 - Design for Strength of Bolted Connections 2-447
Section 2224 - Design Check for Slip Resistance 2-447
Section 2225 - Increase in Allowable Stresses 2-448
Section 2226 - Design Details of Bolted Connections 2-448
Section 2227 - Installation and Tightening 2-449
Section 2228 - Inspection 2-451

Division V - Design Standard for Specification for the
Design of Cold-formed Steel Structural Members 2-467

Section 2229 - Amendments 2-467
Section 2230 - Adoption 2-467

Division VI - Design Standard for Steel Storage Racks 2-534

Section 2231 - General Provisions 2-534
Section 2232 - Design Procedures and Dimensional Limitations 2-535
Section 2233 - Allowable Stresses and Effective Widths 2-535
Section 2234 - Pallet and Stacker-rack Beams 2-536
Section 2235 - Frame Design 2-536
Section 2236 - Connections and Bearing Plates 2-536
Section 2237 - Loads 2-536
Section 2238 - Special Rack Design Provisions 2-538

Division VII - Design Standard for Structural Applications of Steel Cables for Buildings 2-540

Section 2239 - Scope 2-540
Section 2240 - Material 2-540
Section 2241 - Load Combinations for Selection of Cables 2-540
Section 2242 - Design Considerations 2-540
Section 2243 - Deflections 2-541
Section 2244 - End Fittings, Saddles and Clamps 2-541
Section 2245 - Protective Coatings 2-541
Section 2246 - Fabrication 2-541
Section 2247 - Erection 2-541

Division VIII - Design Standard for Load and Resistance Factor Design
for Structural Steel Buildings 2-543

Section 2248 - Scope 2-543
Section 2249 - Adoption 2-543

Division IX - Design Standard for Allowable Stress Design and
Plastic Design for Structural Steel Buildings 2-653

Section 2250 - Scope 2-653
Section 2251 - Adoption 2-653

Division X - Design Standard for Load and Resistance Factor Design Specification for Cold-formed Steel Structural Members 2-740

Section 2252 - Adoption 2-740

Chapter 23 Wood 2-803

Division I - General 2-803

Section 2301 - Scope 2-803
Section 2302 - Definitions and Symbols 2-803
Section 2303 - General 2-807
Section 2304 - Stresses 2-809
Section 2305 - Identification 2-812
Section 2306 - Horizontal Member Design 2-812
Section 2307 - Column Design 2-816
Section 2308 - Flexural and Axial Loading Combined 2-817
Section 2309 - Compression at Angle to Grain 2-819
Section 2310 - Tension Design 2-819
Section 2311 - Timber Connectors and Fasteners 2-819
Section 2312 - Structural Glued-laminated Timber Design 2-821
Section 2313 - Design of Glued Built-up Members 2-825
Section 2314 - Wood Shear Walls and Diaphragms 2-825
Section 2315 - Fiberboard Sheathing Diaphragms 2-827
Section 2316 - Wood Combined with Masonry or Concrete 2-828
Section 2317 - Decay and Termite Protection 2-828
Section 2318 - Wall Framing 2-830
Section 2319 - Floor Framing 2-830
Section 2320 - Exterior Wall Coverings 2-830
Section 2321 - Interior Paneling 2-832
Section 2322 - Sheathing 2-832
Section 2323 - Mechanically Laminated Floors and Decks 2-833
Section 2324 - Post-beam Connections 2-833
Section 2325 - Fastenings 2-833
Section 2326 - Conventional Light-frame Construction Provisions 2-833

Division II - Design Standard for Spaced Wood Column Design 2-952

Section 2327 - Scope 2-952
Section 2328 - Spaced Wood Columns 2-952
Section 2329 - Columns, Connector Joined 2-952
Section 2330 - Limitations 2-952
Section 2331 - Location of Spacer and End Blocks 2-953
Section 2332 - Dimensions of Spacer and End Blocks 2-953
Section 2333 - Load Capacity of Connectors in End-spacer Blocks 2-953
Section 2334 - Allowable Loads for Spaced Columns 2-953

Division III - Design Standard for Timber Connector Joints, Bolted Joints,
Drift Bolts and Wood Screws, and Lag Screws; Metal Plate Connected
Wood Truss Design, and Nails and Staples 2-956

Section 2335 - Mechanical Connections 2-956
Section 2336 - Bolts 2-958
Section 2337 - Lag Screws 2-963
Section 2338 - Split Ring and Shear Plate Connectors 2-966
Section 2339 - Wood Screws 2-971
Section 2340 - Nails and Spikes 2-973
Section 2341 - Metal Plate Connectors 2-976
Section 2342 - Miscellaneous Fasteners 2-976
Section 2343 - Light Metal Plate Connected Wood Truss Design 2-976

Division IV - Design Standard for Structural Glued Built-up
Members-Plywood Components 2-1135

Section 2344 - Plywood Stressed Skin Panels 2-1135
Section 2345 - Plywood Curved Panels 2-1136
Section 2346 - Plywood Beams 2-1139
Section 2347 - Plywood Sandwich Panels 2-1143
Section 2348 - Fabrication of Plywood Components 2-1146
Section 2349 - All-plywood Beams 2-1154

Division V - Design Standard for Span Tables for Joists and Rafters 2-1162

Section 2350 - Scope 2-1162
Section 2351 - Design Criteria for Joists and Rafters 2-1162
Section 2352 - Lumber Stresses 2-1162
Section 2353 - Moisture Content 2-1162
Section 2354 - Lumber Size 2-1162
Section 2355 - Span Tables for Joists and Rafters 2-1162

Division VI - Design Standard for Plank-and-Beam Framing 2-1179

Section 2356 - Scope 2-1179
Section 2357 - Definition 2-1179
Section 2358 - Design 2-1179

Division VII - Design Standard for Temperature Effects 2-1185

Section 2359 - Scope 2-1185
Section 2360 - Working Stress 2-1185

Division VIII - Design Standard for Design Provisions for Sawn Lumber 2-1186

Section 2361 - Scope 2-1186
Section 2362 - Bearing on End Grain 2-1186
Section 2363 - Slenderness Factor and Flexural Stress 2-1186
Section 2364 - Horizontal Shear 2-1188

Excerpts from Chapter 35 Uniform Building Code Standards 2-1193

Section 3501 - U.B.C. Standards 2-1193
Section 3502 - Standard of Duty 2-1193
Section 3503 - Recognized Standards 2-1193

Appendix Chapter 16 Structural Forces 2-1199

Division I - Snow Load Design 2-1199

Section 1634 - General 2-1199
Section 1635 - Notations 2-1199
Section 1636 - Ground Snow Loads 2-1200
Section 1637 - Roof Snow Loads 2-1200
Section 1638 - Unbalanced Snow Loads, Gable Roofs 2-1201
Section 1639 - Unbalanced Snow Load for Curved Roofs 2-1201
Section 1640 - Special Eave Requirements 2-1201
Section 1641 - Drift Loads on Lower Roofs, Decks and Roof Projections 2-1202
Section 1642 - Rain on Snow 2-1203
Section 1643 - Deflections 2-1203
Section 1644 - Impact Loads 2-1203
Section 1645 - Vertical Obstructions 2-1203

Division II - Earthquake Recording Instrumentation 2-1214

Section 1646 - General 2-1214
Section 1647 - Location 2-1214
Section 1648 - Maintenance 2-1214
Section 1649 - Instrumentation of Existing Buildings 2-1214

Division III - Earthquake Regulations for Seismic-isolated Structures 2-1215

Section 1650 - General 2-1215
Section 1651 - Definitions 2-1215
Section 1652 - Symbols and Notations 2-1216
Section 1653 - Criteria Selection 2-1217
Section 1654 - Static Lateral-response Procedure 2-1218
Section 1655 - Dynamic Lateral-response Procedure 2-1220
Section 1656 - Lateral Load on Elements of Structures and
Nonstructural Components Supported by Structures 2-1223
Section 1657 - Detailed Systems Requirements 2-1223
Section 1658 - Nonbuilding Structures 2-1225
Section 1659 - Foundations 2-1225
Section 1660 - Design and Construction Review 2-1225
Section 1661 - Required Tests of Isolation System 2-1225

Appendix Chapter 18 Waterprooflng and Dampprooflng Foundations 2-1230

Section 1819 - Scope 2-1230
Section 1820 - Groundwater Table Investigation 2-1230
Section 1821 - Dampproofing Required 2-1230
Section 1822 - Floor Dampproofing 2-1230
Section 1823 - Wall Dampproofing 2-1230
Section 1824 - Other Dampproofing Requirements 2-1231
Section 1825 - Waterproofing Required 2-1231
Section 1826 - Floor Waterproofing 2-1231
Section 1827 - Wall Waterproofing 2-1232
Section 1828 - Other Dampproofing and Waterproofing Requirements 2-1232

Appendix Chapter 19 Protection of Residential Concrete
Exposed to Freezing and Thawing 2-1233

Section 1928 - General 2-1233

Appendix Chapter 21 Prescriptive Masonry Construction in High-wind Areas 2-1235

Section 2112 - General 2-1235

Appendix Chapter 23 Conventional Light-frame Construction in High-wind Areas 2-1287

Section 2365 - General 2-1287

UNIT CONVERSION TABLES 2-1294

INDEX 2-1298

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