ICC StructuralHandbook 2009.pdf
$54.14
2009 IBC Handbook: Structural Provisions
| Published By | Publication Date | Number of Pages |
| ICC | 2009 | 702 |
2020 City of Los Angeles amendment pages for integration with the 2019 California Building Code
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2009 IBC® HANDBOOK STRUCTURAL PROVISIONS |
| 2 | COPYRIGHT |
| 3 | PREFACE |
| 5 | DEDICATION |
| 7 | FORWORD |
| 9 | ACKNOWLEDGEMENTS |
| 11 | CONTENTS |
| 15 | INTRODUCTION |
| 16 | LEGACY MODEL CODES FIGURE I-1 APPROXIMATE AREAS OF INFLUENCE OF EACH MODEL CODE PRIOR TO PUBLICATION OF THE IBC |
| 17 | INTERNATIONAL BUILDING CODE FIGURE I-2 DEVELOPMENT OF IBC |
| 18 | STRUCTURAL DESIGN (CHAPTER 16): NONSEISMIC |
| 19 | FIGURE I-3 ORIGIN OF SEISMIC DESIGN PROVISIONS IN U.S. BUILDING CODES STRUCTURAL DESIGN (CHAPTER 16): SEISMIC |
| 21 | FIGURE I-4 DEVELOPMENT AND SUBSEQUESNT ASSIMILATION OF THE NEHRP SEISMIC PROVISIONS IN THE UBC AND IBC |
| 22 | TABLE I-1. KEY TO SEISMIC DESIGN PROVISIONS OF MODEL CODES |
| 23 | STRUCTURAL DESIGN (CHAPTER 16): LOAD COMBINATIONS |
| 24 | REFERENCES |
| 25 | CHAPTER 16 – PART 1 STRUCTURAL DESIGN |
| 26 | SECTION 1601 GENERAL |
| 27 | SECTION 1602 DEFINITIONS SECTION 1603 CONSTRUCTION DOCUMENTS |
| 28 | SECTION 1604 GENERAL DESIGN REQUIREMENTS |
| 31 | FIGURE 16-1 MINIMUM ANCHORAGE OF CONCRETE AND MASONRY WALLS |
| 32 | FIGURE 16-2 APPLICATION OF LIVE/SNOW LOAD ON A CANTILEVERED DECK |
| 33 | FIGURE 16-3 BEHAVIOR OF BUILDING DURING AN EARTHQUAKE |
| 35 | FIGURE 16-4 IDEALIZED FORCE-DISPLACEMENT RELATIONSHIP OF A BUILDING SUBJECTED TO THE DESIGN EARTHQUAKE OF THE IBC FIGURE16-5 LOAD-DEFLECTION CURVES OF STRUCTURAL SUBASSEMBLIES SUBJECTED TO REVERSE CYCLIC DISPLACEMENTS SECTION 1605 LOAD COMBINATIONS |
| 36 | FIGURE 16-6 COLLECTOR ELEMENTS FOR DIAPHRAGMS AND DISCONTINUOUS SHEAR WALLS |
| 37 | TABLE 16-1. STRENGTH DESIGN LOAD COMBINATIONS OF THE 2009 IBC AND ASCE 7-05 |
| 38 | TABLE 16-2. ALLOWABLE STRESS DESIGN LOAD COMBINATIONS OF THE 2009 IBC AND ASCE 7-05 |
| 39 | SECTION 1606 DEAD LOADS |
| 40 | SECTION 1607 LIVE LOADS |
| 42 | TABLE 16-3. COMPARISON BETWEEN 2009 IBC TABLE 1607.1 AND ASCE 7-05 TABLE 4-1 |
| 43 | FIGURE 16-7 UNINHABITABLE ATTICS WITH LIMITED STORAGE |
| 45 | FIGURE 16-8 TRIBUTARY AREAS |
| 46 | FIGURE 16-9 INFLUENCE AREA |
| 47 | FIGURE 16-10 TYPICAL TRIBUTARY AND INFLUENCE AREA |
| 49 | FIGURE 16-11 LIVE LOAD REDUCTION EQUATION 16-23 FIGURE 16-12 ALTERNATE SPAN LOADING OF CONTINUOUS BEAMS |
| 51 | FIGURE 16-13 APPLICATIONS OF FABRIC PARTITIONS |
| 52 | SECTION 1608 SNOW LOADS |
| 53 | FIGURE 16-14 SNOW LOADS PROVISIONS |
| 54 | FIGURE 16-15 LIMITING ROOF SLOPE FOR HIP OR GABLE ROOFS FIGURE 16-16 POTENTIAL SNOW ACCUMULATION, GABLE ROOFS WITH SIDESHEDS |
| 56 | TABLE 16-4. ARRANGEMENT OF UNBALANCED SNOW LOAD ON HIP OR GABLE ROOFS SECTION 1609 WIND LOADS |
| 58 | FIGURE 16-17 “ROAD MAP” THROUGH THE IBC/ASCE 7 WIND LOAD PROVISIONS |
| 59 | TABLE 16-5. 3-SECOND GUST VELOCITY VERSUS FASTEST MILE WIND VELOCITY |
| 60 | FIGURE 16-18 UPWIND SECTORS FOR DETERMINATION OF GOVERNING EXPOSURE CATEGORY |
| 63 | EQUATION 1 EQUATION 2 EQUATION 3 EQUATION 4 EQUATION 5 |
| 65 | SECTION 1610 SOIL LATERAL LOADS |
| 66 | TABLE 16-6. SOIL LATERAL LOADS IN MODEL CODES AND STANDARDS |
| 67 | TABLE 16-7. SOIL LATERAL LOADS—CALCULATED VERSUS CODE AND STANDARD VALUES SECTION 1611 RAIN LOADS |
| 68 | SECTION 1612 FLOOD LOADS |
| 70 | SECTION 1613 EARTHQUAKE LOADS |
| 71 | TABLE 16-8. COMPARISON BETWEEN ORGANIZATIONS OF 1997 UBC AND THE 2000, 2003, 2006 AND 2009 IBC SEISMIC PROVISIONS |
| 72 | TABLE 16-9 – COMPARISON OF SOIL-MODIFIED SEISMICITY BY THE 1997 UBC AND THE 2009 IBC FOR SITE CLASS D |
| 74 | TABLE 16-10 – COMPARISON OF 1997 UBC SEISMIC ZONES AND SEISMIC DESIGN CATEGORIES OF THE 2009 IBC |
| 75 | FIGURE 16-19 – AREAS OF THE CONTIGUOUS UNITED STATES |
| 77 | FIGURE – 16-20 – ARES OF THE CONTIGUOUS UNITED STATES |
| 78 | TABLE 16-11 – VALUES OF Fa AS A FUNCTION OF SITE CLASS AND SHAKING INTENSITY TABLE 16-12 – VALUES OF Fv AS A FUNCTION OF SITE CLASS AND SHAKING INTENSITY TABLE 16-13 – GROUND MOTION AMPLIFICATION THAT IS DUE TO SOIL: 1997 UBC SEISMIC COEFFICIENT |
| 79 | TABLE 16-14 – GROUND MOTION AMPLIFICATION THAT IS DUE TO SOIL: 1997 UBC SEISMIC COEFFICIENT |
| 80 | TABLE 16-15 – DESIGN GROUND MOTION OF ASCE 7-05 AND THE 2009 IBC |
| 81 | TABLE 16-16 – OCCUPANCY CATERGORIES AND SEISMIC USE GROUPS |
| 82 | TABLE 16-17 – CORRESPONDENCE BETWEEN UBC SEISMIC ZONES AND IBC SEISMIC DESIGN CATEGORIES |
| 84 | TABLE 16-18 – DESIGN COEFFICIENTS AND FACTORS FOR AAC MASONRY SHEAR WALL SYSTEMS |
| 86 | SECTION 1614 STRUCTURAL INTEGRITY SEISMIC DESIGN PROVISIONS OF ASCE 7-05 |
| 87 | CHAPTER 11 – SEISMIC DESIGN CRITERIA |
| 89 | TABLE 16-19 – SOIL CLASSIFICATIONS OF ASCE 7-05 VERSUS SOIL CLASSIFICATIONS OF EARLIER CODES |
| 90 | FIGURE 16-21 – DESIGN RESPONSE SPECTRUM IN ASCE 7-05 |
| 93 | CHAPTER 12 – SEISMIC DESIGN REQUIREMENTS FOR BUILDING STRUCTURES |
| 95 | FIGURE 16-22 – SEISMIC FORCE RESISTING STRUCTURAL SYSTEMS |
| 97 | FIGURE 16-23 – TYPICAL CONFIGURATION OF AND LOAD-DISPLACEMENT BEHAVIOR OF BUCKLING RESTRAINED BRACE |
| 98 | FIGURE 16-24 – SPECIAL STEEL PLATE SHEAR WALL |
| 99 | FIGURE 16-25 – SPECIAL TRUSS MOMENT FRAMES |
| 102 | FIGURE 16-26 INELASTIC FORCE-DISPLACEMENT RELATIONSHIP |
| 105 | FIGURE 16-27 – IDEALIZED FORCE-DISPLACEMENT RELATIONSHIP OF A BUILDING SUBJECTED TO THE DESIGN EARTHQUQAKE OF THE IBC |
| 106 | FIGURE 16-28 – SEISMIC RESISTANCE VERSUS SEISMIC DEMAND |
| 108 | TABLE 16-20 – EARTHQUAKE FORCE-RESISTING STRUCTURAL SYSTEMS OF STEEL ASCE 7-05 |
| 109 | TABLE 16-20 – EARTHQUAKE FORCE-RESISTING STRUCTURAL SYSTEMS OF STEEL – ASCE 7-05 |
| 110 | TABLE 16-21 – EARTHQUAKE FORCE-RESISTING STRUCTURAL SYSTEMS OF CONCRETE – ASCE 7-05 |
| 111 | TABLE 16-22 – EARTHQUAKE FORCE-RESISTING STRUCTURAL SYSTEMS OF MASONRY -ASCE 7-05 |
| 112 | TABLE 16-23 – EARTHQUAKE FORCE-RESISTING STRUCTURAL SYSTEMS OF WOOD – ASCE 7-05 TABLE 16-24 – CONCRETE STRUCTURAL SYSTEMS FOR SEISMIC DESIGN CATEGORIES D, E AND F |
| 113 | TABLE 16-25 – MASONRY STRUCTURAL SYSTEMS FOR SEISMIC DESIGN CATEGORIES D, E AND F TABLE 16-26 – CONCRETE STRUCTURAL SYSTEMS FOR SEISMIC DESIGN CATEGORY NO HIGHER THAN C |
| 114 | TABLE 16-27 – MASONRY STRUCTURAL SYSTEM FOR SEISMIC DESIGN CATEGORY NO HIGHER THAN C TABLE 16-28 – CONCRETE STRUCTURAL SYSTEMS FOR SEISMIC DESIGN CATEGORY NO HIGHER THAN B |
| 115 | TABLE 16-29 – MASONRY STRUCTURAL SYSTEM FOR SEISMIC DESIGN CATEGORY NO HIGHER THAN B |
| 116 | FIGURE 16-29 – VERTICAL COMBINATIONS OF STRUCTURAL SYSTEMS |
| 118 | FIGURE – 16-30 – HORIZONTAL COMBINATIONS OF STRUCTURAL SYSTEMS |
| 120 | FIGURE 16-31 – CLASSIFICATION OF DIAPHRAGM BASED ON DEFLECTION CALCULATION |
| 121 | FIGURE 16-32 – CLASSIFICATION OF DIAGPHRAGM BASED ON ASCE 7-05 SECTION 12.3.1 |
| 124 | FIGURE 16-33A – PLAN IRREGULARITY TYPE 1A, TORSIONAL IRREGULARITY FIGURE 16-33B – PLAN IRREGULARITY TYPE 1B, EXTREME TORSIONAL IRREGULARITY |
| 125 | FIGURE 16-34 – PLAN IRREGULARITY TYPE 2, RE-ENTRANT CORNERS FIGURE 16-35 – PLAN IRREGULARITY TYPE3,DIAPHRAGM DISCONTINUITY |
| 126 | FIGURE 16-36 – PLAN IRREGULARITY TYPE 4, OUT OF PLANE OFFSETS FIGURE 16-37 – PLAN IRREGULARITY TYPE 5, NONPARALLEL SYSTEMS |
| 128 | FIGURE 16-38A – VERTICAL IRREGULARITY TYPE 1A, SOFT STORY FIGURE 16-38B – VERTICAL IRREGULARITY TYPE 1B, EXTREME SOFT STORY |
| 129 | FIGURE 16-39 – VERTICAL IRREGULARITY TYPE 2, WEIGHT IRREGULARITY FIGURE 16-40 – VERTICAL IRREGULARITY TYPE 3, VERTICAL GEOMETRIC IRREGULARITY |
| 130 | FIGURE 16-41 – VERTICAL IRREGULARITY TYPE 4, IN-PLAN DISCONTINUITY IN VERTICAL LATERAL FORCE-RESISTING ELEMENT IRREGULARITY FIGURE 16-42A- VERTICAL IRREGULARITY TYPE 5A, WEAK STORY |
| 131 | FIGURE 16-42B – VERTICAL IRREGULARITY TYPE 5B, EXTREME WEAK STORY |
| 133 | FIGURE 16-43 – AN EXAMPLE PLAN VIEW OF BUILDING WITH P=1.0 |
| 135 | TABLE 16-30 – SEISMIC STRENGTH DESIGN LOAD COMBINATIONS OF ASCE 7-05 |
| 136 | TABLE 16-31 – CONSIDERATION OF VERTICAL SEISMIC GROUND ACCELERATION IN U.S. CODES AND RESOURCE DOCUMENTS |
| 137 | TABLE 16-31 – CONSIDERATION OF VERTICAL SEISMIC GROUND ACCELERATION IN U.S. CODES AND RESOURCE DOCUMENTS TABLE 16-32(A) – 1994 NEHRP DEAD LOAD FACTORSK INCLUDING EFFECTS OF VERTICAL GROUND ACCELERATION-DLF= 0.9 – 0.5 Ca TABLE 16-32(B) – 1997 UBC DEAD LOAD FACTORS, INCLUDING EFFETS OF VERTICAL GROUND ACCELERATION, FOR SEISMIC ZONE 4-DLF= 0.9 – 0.5 Ca |
| 138 | TABLE 16-32(C) – 1997, 2000, 2003 NEHRP/2000,2003, 2006, 2009 IBC/ASCE 7-98, ASCE 7-02, ASCE 7-05 DEAD LAOD FACTORS, INCLUDING EFFECTS OF VERTICAL GROUND ACCELERATION -DLF = 0.9 – 0.4 F FIGURE 16-44 – COMBINATION OF EFFETS OF INDEPENDENTLY APPLIED ORTHOGONAL GROUND MOTIONS |
| 145 | TABLE 16-33 -COMPARISON OF DESIGN BASE SHEAR EQUATIONS OF ASCE 7-05 AND THE 1997 UBC |
| 146 | TABLE 16-34 – RESTRICTION ON RATIONALLY COMPUTED PERIOD EXPRESSED IN TERMS OF DESIGN BASE SHEAR FOR TS, T, TL |
| 148 | FIGURE 16-45 – COMPARISON OF APPROXIMATE PERIOD FORMULA FROM THE 1997 AND 2003 NEHRP PROVISIONS |
| 153 | FIGURE 16-46 – STORY DRIFT DETERMINATION |
| 154 | FIGURE 16-47 – P-DELTA SYMBOLS AND NOTATION |
| 157 | EQUATION 6 EQUATION 7 |
| 158 | EQUATION 8 EQUATION 9 EQUATION 10 FIGURE 16-48 – MINIMUM ANCHORAGE OF WALLS TO DIAPHRAGMS OR OTHER ELEMENTS PROVIDING LATERAL SUPPORT |
| 160 | FIGURE 16-49 – COMPARISON OF VARIOUS CRITERIA FOR OUT-OF-PLANE ANCHORAGE FORCE FOR CONCRETE AND MASONRY WALL WITH (A)HEIGHT= 10 FEET, (B) HEIGHT= 20 FEET |
| 161 | EQUATION EQUATION |
| 164 | CHAPTER 13 – SEISMIC DESIGN REQUIREMENTS FOR NONSTRUCTURAL COMPONENTS |
| 171 | CHAPTER 14 – MATERIAL-SPECIFIC SEISMIC DESIGN AND DETAILING REQUIREMENTS |
| 172 | CHAPTER 15 – SEISMIC DESIGN REQUIREMENTS FOR NONBUILDING STRUCTURES |
| 173 | EQUATION FIGURE 16-50 – CODE REQUIREMENTS FOR NONBUILDING STRUCTURES SUPPORTED BY OTHER STRUCTURES |
| 174 | TABLE 16-35 – MINIMUM SEISMIC DESIGN FORCES FOR NONBUILDING STRUCTURES |
| 176 | FIGURE 16-51 – NONBUILDING STRUCTURE SIMILAR TO BUILDINGS FIGURE 16-52 – NONBUILDING STRUCTURE NOT SIMILAR TO BUILDINGS |
| 177 | CHAPTER 16 – SEISMIC RESPONSE HISTORY PROCEDURES |
| 179 | CHAPTER 17 – SEISMIC DESIGN REQUIREMENTS FOR SEISMICALLY ISOLATED STRUCTURES |
| 180 | FIGURE 16-53 – SEISMIC RESPONSE OF A CONVENTIONAL STRUCTURE AND A BASE-ISOLATED STRUCTURE FIGURE 16-54 – EFFECTS OF PERIOD SHIFT AND INCREASED DAMPING |
| 181 | FIGURE 16-55 – A MECHANICAL ENERGY DISSIPATOR |
| 182 | FIGURE 16-56 – DESIGN PRINCIPLES OF SEISMIC ISOLATION |
| 184 | FIGURE 16-57 – IDEALIZED FORCE-DISPLACEMENT RELATIONSHIP FOR ISOLATION SYSTEMS |
| 186 | FIGURE 16-58 – DISPLACEMENT TERMINOLOGY USED IN THE IBC |
| 190 | FIGURE 16-59 – ISOLATION SYSTEM TERMINOLOGY |
| 191 | CHAPTER 18 – SEISMIC DESIGN REQUIREMENTS FOR STRUCTURES WITH DAMPING SYSTEMS |
| 193 | CHAPTER 19 – SOIL STRUCTURE INTERACTION FOR SEISMIC DESIGN |
| 194 | CHAPTER 20 – SITE CLASSIFICATION PROCEDURE FOR SEISMIC DESIGN |
| 195 | CHAPTER 21 – SITE-SPECIFIC GROUND MOTION PROCEDURES FOR SEISMIC DESIGN |
| 196 | CHAPTER 22 – SEISMIC GROUND MOTION AND LONG-PERIOD TRANSITION PERIOD MAPS |
| 197 | CHAPTER 23 – SEISMIC DESIGN REFERENCE DOCUMENTS |
| 198 | REFERENCES |
| 201 | CHAPTER 16 PART 2 – STRUCTURAL DESIGN EXAMPLES |
| 202 | EXAMPLE 1 – DESIGN AXIAL FORCE, SHEAR FORCE AND BENDING MOMENT FOR SHEAR WALL DUE TO LATERAL AND GRAVITY LOADS (STRENGTH DESIGN) |
| 203 | EXAMPLE 2 – DESIGN AXIAL FORCE, SHEAR FORCE AND BENDING MOMENT FOR SHEAR WALL DUE TO LATERAL AND GRAVITY LOADS ( ALLOWABLE STRESS DESIGN USING BASIC LOAD COMBINATIONS) |
| 204 | EXAMPLE 3 – DESIGN AXIAL FORCE, SHEAR FORCE AND BENDING MOMENT FOR SHEAR WALL DUE TO LATERAL AND |
| 205 | EXAMPLE 4 – CALCULATION OF LIVE LOAD REDUCTION FIGURE E4-1 – PLAN AND ELEVATION OF THE EXAMPLE BUILDING STUDIED |
| 206 | EXAMPLE 4 – CONTINUED |
| 207 | EXAMPLE 5 – DESIGN OF A 20-STORY REINFORCED CONCRETE BUIDLING FOR WIND FORCES |
| 209 | EQUATION 6-8 EQUATION 6-9 EQUATION 6-5 EQUATION 6-6 EQUATION 6-7 |
| 210 | EQUATION 6-10 EQUATION 6-11 EQUATION 6-12 EQUATION 6-13A EQUATION 6-13B EQUATION 6-14 |
| 213 | TABLE E5-1 – COMPUTATION OF KZ, KH, AND QZ AFOR THE EXAMPLE BUILDING |
| 214 | TABLE E5-2 – CALCULATION OF DESIGN WIND PRESSURE FOR THE EXAMPLE BUILDING |
| 215 | TABLE E5-3 – CALCULATION OF DESIGN WIND LOADS FOR LATERAL ANALYSIS |
| 216 | FIGURE E5-1 – PLAN OF EXAMPLE BUILDING CONSIDERED |
| 217 | FIGURE E5-2 – ELEVATION OF EXAMPLE BUILDING CONSIDERED |
| 218 | FIGURE E5-3 – LATERAL FORCES ON MWFRS FOR WIND (ADAPTED FROM ASCE 7-05 FIGURE 6-9, ONLY SHOWING CASE 1 AND 2) |
| 219 | EXAMPLE 6 – DESIGN OF A 5-STORY REINFORCED CONCRETE BUILDING FOR WIND FORCES USING ALTERNATE ALL- HEIGHTS METHOD |
| 220 | FIGURE E6-1 – PLAN OF EXAMPLE BUILDING CONSIDERED FIGURE E6-2 – ELEVATION OF EXAMPLE BUILDING CONSIDERED |
| 223 | TABLE E6-1 – COMPUTATION OF KZ TABLE E6-2 – CALCULATION OF DESIGN WIND PRESSURE FOR THE EXAMPLE BUILDING |
| 224 | TABLE E6-3 – CALCULATION OF DESIGN WIND LOADS FOR LATERAL ANALYSIS EQUATION 16-34 |
| 225 | FIGURE E6-3 – ZONES FOR COMPONENTS AND CLADDING |
| 226 | TABLE E6-4 – KZ AND KZT FOR THE EXAMPLE BUILDING TABLE E6-5 – NET PRESSURE COEFFICIENTS C NET ON MULLIONS AND PANELS TABLE E6-6 – CALCULATION OF DESIGN WIND PRESSURE ON MULLION TABLE E6-7 – CALCULATION OF DESIGN WIND PRESSURE ON PANEL |
| 227 | EXAMPLE 7 – CALCULATION OF WIND PRESSURES FOR A LOW-RISE BUILDING |
| 229 | TABLE E7-1 – CALCULATION OF WIND PRESSURE |
| 230 | FIGURE E7-1 – DIMENSION AND FRAMING OF A LOW-RISE BUILDING FIGURE E7-2 – MWF LOADING DIAGRAM |
| 231 | FIGURE E7-3 (A) – APPLICATION OF MWFRS LOADS-LOADING IN TRANSVERSE DIRECTION |
| 232 | FIGURE E7-3 (B) – APPLICATION OF MWFRS LOADS – LOADING IN LONGITUDIAL DIRECTION |
| 233 | EXAMPLE 8 – REDUNDANCY (P) AND CONCRETE SHEAR WALLS |
| 234 | EQUATION FIGURE E8-1 – SHEAR WALL RESISTANCE |
| 235 | EXAMPLE 9 – SIMPLIFIED DESIGN PROCEDURE EQUATION 14-11 EQUATION 14-12 |
| 237 | EXAMPLE 10 – DESIGN OF MULTISTORY REINFORCED CONCRETE BUILDING SUBJECTED TO EARTHQUAKE FORCES |
| 238 | EQUATION 16-36 EQUATION 11.4-1 EQUATION 11.4-2 EQUATION 16-38 EQUATION 11.4-3 EQUATION 16-39 EQUATION 11.4-4 EQUATION 12.8-1 EQUATION 12.8-3 EQUATION 12.8-4 EQUATION 12.8-2 EQUATION 12.8-5 |
| 239 | EQUATION 12.8-7 EQUATION 12.8-6 EQUATION 12.8-11 EQUATION 12.8-12 |
| 240 | EQUATION 12.8-3 EQUATION 12.8-2 EQUATION 12.8-6 EQUATION 12.8-5 EQUATION 12.8-11 EQUATION 12.8-12 |
| 241 | EQUATION 12.8-15 EQUATION 12.8-16 |
| 242 | TABLE E10-1 – LATERAL FORCES BY EQUIVALENT LATERAL-FORCE PROCEDURE USING APPROXIMATE PERIOD |
| 243 | TABLE E10-2 – CALCULATION OF PERIOD BY RATIONAL ANALYSIS (EQUIVALENT LATERAL-FORCE PROCEDURE) |
| 244 | TABLE E10-3 – LATERAL FORCES BY EQUIVALENT LATERAL-FORCE PROCEDURE USING PERIOD FROM RATIONAL ANALYSIS |
| 245 | TABLE E10-4 – LATERAL DISPLACEMENTS AND DRIFTS OF EXAMPLE BUILDING BY EQUIVALENT LATERAL -FORCE PROCEDURE (IN) ( ALONG OUTER FROAM LINE F) |
| 246 | TABLE E10-5 – CALCULATION OF STABILITY COEFFICIENT |
| 247 | FIGURE E10-1 – PLAN OF EXAMPLE OFFICE BUILDING |
| 248 | FIGURE E10-2 – ELEVATION OF EXAMPLE OFFICE BUILDING |
| 249 | FIGURE E10-3 – DESIGN RESPONCE SPECTRUM (FOR STRUCTURE LOCATED WHERE S1 IS EQUAL TO OR GREATER THAN 0.6G) |
| 250 | EXAMPLE 11 – DYNAMIC ANALYSIS PROCEDURE (RESPONSE SPECTRUM ANALYSIS) EQUATION 11.4-1 EQUATION 11.4-2 EQUATION 11.4-3 EQUATION 11.4-4 |
| 255 | EQUATION 12.8-1 EQUATION 12.8-3 EQUATION 12.8-2 EQUATION 12.8-5 |
| 256 | EQUATION 12.8-7 |
| 259 | EXAMPLE 12 – CALCULATION OF DIAPHRAGM DESIGN FORCES |
| 260 | EXAMPLE 13 – PARTIAL DIAPHRAGM DESIGN FIGURE E13.1 – PLAN AND ELEVATION OF EXAMPLE BUILDING STUDIED |
| 262 | EXAMPLE 14 – CALCULATON OF COLLECTOR STRENGTH FIGURE 314-1 – ELEVATION AT SECTION X-X EQUATION 12.8-7 |
| 264 | EXAMPLE 15 – LATERAL FORCE ON ELEMENTS OF STRUCTURES EQUATION 13.3-1 EQUATION 13.3-2 EQUATION 13.3-3 |
| 265 | FIGURE E15-1 – SEISMIC FORCES FOR WALL DESIGN (PER FT WIDTH) EQUATION 12.11-1 |
| 266 | FIGURE E15-2 – SEISMIC FORCE FOR WALL ANCHORAGE DESIGN |
| 267 | CHAPTER 17 – STRUCTURAL TESTS AND SPECIAL INSPECTIONS |
| 269 | SECTION 1701 – GENERAL SECTION 1702 – DEFINITIONS |
| 271 | SECTION 1703 – APPROVALS |
| 273 | FIGURE 17-1 – EXAMPLES OF LUMBER GRADE LABELS |
| 274 | SECTION 1704 – SPECIAL INSPECTIONS |
| 288 | SECTION 1705 – STATEMENT OF SPECIAL INSPECTIONS |
| 290 | SECTION 1706 – SPECIAL INSPECTION OF WIND REQUIREMENTS |
| 291 | TABLE 17-1 – SPECIAL INSPECTION FOR WIND RESISTANCE SECTION 1707 – SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE |
| 293 | SECTION 1708 – STRUCTURAL TESTING FOR SEISMIC RESISTANCE |
| 295 | FIGURE 17-2 – WELD SUSCEPTABLE TO SHRINKAGE STRESSES |
| 296 | SECTION 1709 – CONTRACTOR RESPONSIBILITY |
| 297 | SECTION 1710 – STRUCTURAL OBSERVATIONS |
| 300 | SECTION 1711 – DESIGN STRENGTHS OF MATERIALS SECTION 1712 – ALTERNATIVE TEST PROCEDURES SECTION 1713 – TEST SAFE LOAD |
| 301 | SECTION 1714 – IN-SITU LOAD TESTS SECTION 1715 – PRECONSTRUCTION LOAD TESTS |
| 302 | SECTION 1716 – MATERIAL AND TEST STANDARDS |
| 303 | REFERENCES |
| 305 | CHAPTER 18 – SOILS AND FOUNDATIONS |
| 306 | SECTION 1801 – GENERAL |
| 307 | SECTION 1802 – DEFINITIONS SECTION 1803 – GEOTECHNICAL INVESTIGATIONS |
| 310 | FIGURE 18-1 – LATERAL SUPPORT |
| 311 | SECTION 1804 – EXCAVATION, GRADING AND FILL |
| 312 | SECTION 1805 – DAMPPROOFING AND WATERPROOFING |
| 315 | FIGURE 18-2 – A FOUNDATION DRAINAGE SYSTME TABLE 18-1 – DAMPPROOFING MATERIALS |
| 317 | FIGURE 18-3 – SAMPLE ICC-ES EVALUATION REPORT |
| 321 | SECTION 1806 – PRESUMPTIVE LOAD-BEARING VALUES OF SOILS TABLE 18-3 – PRESUMPTIVE LOAD-BEARING VALUES |
| 322 | SECTION 1807 – FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES |
| 323 | TABLE 18-4 – MAXIMUM PERMISSIBLE AXIAL LOAD FOR CONCRETE WALLS BASED ON 1.2TF POUNDS PER FOOT OF WALL |
| 324 | TABLE 18-5 – MAXIMUM PERMISSIBLE AXIAL LOAD FOR MASONRY WALLS BASED ON 1.2TF IN POUNDS PER FOOT OF WALL |
| 325 | TABLE 18-6 – SEISMIC REQUIREMENTS FOR MASONRY FOUNDATION WALLS |
| 326 | FIGURE 18-4 – RETAINING WALL KEYWAY IN SOIL |
| 327 | SECTION 1808 – FOUNDATIONS |
| 329 | FIGURE 18-5 – BUILDINGS ADJACENT TO ASCENDING SLOPE EXCEEDING 1:1 |
| 330 | FIGURE 18-6 – BUILDING ADJACENT TO DESCENDING SLOPE EXCEEDING 1:1 FIGURE 18-7 – SWIMMING POOL ADJACENT TO DESCENDING SLOPE FIGURE 18-8 – FOOTING ELEVATION ON GRADED SITES |
| 332 | SECTION 1809 – SHALLOW FOUNDATIONS |
| 333 | FIGURE 18-9 – STEPPED FOUNDATIONS |
| 334 | FIGURE 18-10 – FROST PENETRATION DEPTHS FIGURE 18-11 – ISOLATED FOUNDATION |
| 335 | TABLE 1809.7 – PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION FIGURE 18-12 – PLAIN CONCRETE FOOTING |
| 336 | FIGURE 18-13 – BRICK FOOTING WALL OFFSETS |
| 337 | SECTION 1810 – DEEP FOUNDATIONS |
| 342 | FIGURE 18-14 – GROUP EFFECT |
| 360 | FIGURE 18-15 – EFFECT OF OVERDRIVING TIMBER PILES |
| 363 | FIGURE 18-16 – ENLARGED BASE PILE – CASED OR UNCASED SHAFTS |
| 364 | REFERENCES BIBLIOGRAPHY |
| 365 | 2006 TO 2009 CROSS-REFERENCE TABLE FOR IBC CHAPTER 18 |
| 374 | 2009 TO 2006 CROSS REFERENCE TABLE FOR IBC CHAPTER 18 |
| 385 | CHAPTER 19 – PART 1 – 2009 IBC CONCRETE PROVISIONS |
| 388 | SECTION 1901 – GENERAL SECTION 1902 – DEFINITIONS SECTION 1903 – SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1901 – GENERAL |
| 391 | TABLE 19-1 – DEFORMED REINFORCEMENT RECOGNIZED IN ACI 318 – 08 |
| 392 | TABLE 19-2 – PLAIN REINFORCEMENT AND PRESTRESSING TENDONS RECOGNIZED BY ACI 318-08 TABLE 19-3 – STRUCTURAL STEEL, STEL PIPE OR TUBING RECOGNIZED BY ACI 318-08 FOR USE IN COMPOSITE MEMBER |
| 394 | TABLE 19-4 – CONCRETE ADMIXTURES RECOGNIZED BY ACI 318-08 SECTION 1904 – DURABILITY REQUIREMENTS |
| 395 | SECTION 1905 – CONCRETE QUALITY, MIXING AND PLACING |
| 397 | EQUATION 5-1 EQUATION 5-2 EQUATION 5-1 EQUATION 5-3 |
| 401 | SECTION 1906 – FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS |
| 403 | SECTION 1907 – DETAILS OF REINFORCEMENT TABLE 19-5 – MINIMUM DIAMETERS OF BEND IN WELDED WIRE REINFORCEMENT |
| 404 | FIGURE 19-1 – STANDARD HOOKS OF ACI 318 |
| 406 | FIGURE 19-2 – DIMENSIONAL TOLERANCES FOR PLACING REINFORCEMENT FIGURE 19-3 – CLEAR DISTANCE BETWEEN BARS, BAR BUNDLES OR TENDONS |
| 407 | FIGURE 19-5 – SPECIAL COLUMN DETAILS |
| 408 | FIGURE 19-6 – LATERAL SUPPORT OF COLUMN BARS BY HOOPS AND CROSS-TIES |
| 409 | FIGURE 19-7 – TERMINATION OF COLUMN TIES FIGURE 19-8 – TERMINATION OF COLUMN SPIRALS |
| 410 | FIGURE 19-9 – CLOSED TIE OR STIRRUP |
| 411 | FIGURE 19-10 – REQUIREMENTS FOR STRUCTURAL INTEGRITY |
| 412 | SECTION 1908 – MODIFICATIONS TO ACI 318 TABLE 19-6 – ORGANIZATION OF MODIFICATIONS TO ACI 318 IN 2006 AND 2009 IBC |
| 413 | TABLE 19-7 – 2009 IBC MODIFICATIONS TO ACI 318-08 |
| 415 | FIGURE 19-11 – WALL PIERS AND WALL SEGMENTS EQUATION 19-1 |
| 416 | SECTION 1909 – STRUCTURAL PLAIN CONCRETE |
| 417 | TABLE 19-8 – CORRELATION BETWEEN SECTION 1909 (STRUCTURAL PLAIN CONCRETE) OF THE 2009 IBC AND CHAPTER 22 OF ACI 318-08 SECTION 1910 – MINIMUM SLAB PROVISIONS |
| 418 | SECTION 1911 – ANCHORAGE TO CONCRETE ALLOWABLE STRESS DESIGN |
| 419 | SECTION 1912 – ANCHORAGE TO CONCRETE STRENGTH DESIGN |
| 420 | SECTION 1913 – SHOTCRETE |
| 421 | SECTION 1914 – REINFORCED GYPSUM CONCRETE SECTION 1915 – CONCRETE-FILLED PIPE COLUMNS |
| 423 | REFERENCE |
| 427 | CHAPTER 19 – PART 2 – SIGNIFICANT CHANGES FROM ACI 318-05 TO ACI 318-08 |
| 428 | CHAPTER 1 – GENERAL REQUIREMENTS |
| 429 | CHAPTER 2 – NOTATION AND DEFINITIONS CHAPTER 3 – MATERIALS |
| 431 | CHAPTER 4 – DURABILITY REQUIREMENTS TABLE 19A-1A – EXPOSURE CATEGORY F, BASED ON FREEZING AND THAWING EXPOSURE |
| 432 | TABLE 19A-1B – EXPOSURE CATEGORY S, BASED ON SULFATE EXPOSURE TABLE 19A-1C – EXPOSURE CATEGORY P, BASED ON REQUIREMENTS FOR LOW PERMEABILITY TABLE 19A-1D – EXPOSURE CATEGORY C, BASED ON REQUIREMENTS FOR CORROSION PROTECTION OF REINFORCEMENT CHAPTER 5 – CONCRETE QUALITY, MIXING AND PLACING |
| 434 | CHAPTER 6 – FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS CHAPTER 7 – DETAILS OF REINFORCEMENT |
| 435 | CHAPTER 8 – ANALYSIS AND DESIGN – GENERAL CONSIDERATIONS |
| 436 | CHAPTER 9 – STRENGTH AND SERVICEABILITY REQUIREMENTS |
| 437 | CHAPTER 10 – FLEXURE AND AXIAL LOADS |
| 438 | CHAPTER 11 – SHEAR AND TORSION |
| 439 | FIGURE 19A-1 – STUD RAILS AS SLAB SHEAR REINFORCEMENT CHAPTER 12 – DEVELOPMENT AND SPLICES OF REINFORCEMENT |
| 440 | FIGURE 19A-2 – TYPICAL ARRANGEMENTS OF HEADED SHEAR STUD REINFORCEMENT AND CRITICAL SECTIONS |
| 441 | CHAPTER 13 – TWO-WAY SLAB SYSTEMS |
| 442 | CHAPTER 14 – WALLS CHAPTER 15 – FOOTINGS |
| 443 | CHAPTER 16 – PRECAST CONCRETE CHAPTER 17 – COMPOSITE CONCRETE FLEXURAL MEMBERS CHAPTER 18 – PRESTRESSED CONCRETE |
| 444 | CHAPTER 19 – SHELLS AND FOLDED FLATE MEMBERS CHAPTER 20 – STRENGTH EVALUATION OF EXISTING STRUCTURES CHAPTER 21 – SPECIAL PROVISIONS FOR SEISMIC DESIGN |
| 445 | TABLE 19A-2 – ACI 318-05 AND THE CORRESPONDING ACI 318-08 CHAPTER 21 SECTION NUMBERS |
| 450 | TABLE 19A-3 – REORGANIZATION OF ACI 318-5 SECTION 21.4.4 INTO ACI 318-08 SECTION 21.6.4 |
| 452 | TABLE 19A-4 – COUPLING BEAMS DETAILING REQUIREMENTS OF ACI 318-05 TABLE 19A-5 – COUPLING BEAMS DETAILING REQUIREMENTS OF ACI 318-08 |
| 458 | FIGURE 19A-3 – ANCHOR REINFORCEMENT FOR TENSION |
| 459 | FIGURE 19A-4 – HAIRPIN ANCHOR REINFORCEMENT FOR SHEAR |
| 460 | FIGURE 19A-5 – EDGE REINFORCEMENT AND ANCHOR REINFORCEMENT FOR SHEAR |
| 461 | REFERENCES |
| 465 | CHAPTER 19 – PART 3 – DESIGN EXAMPLES |
| 467 | EXAMPLE 1 – UNIFIED DESIGN EXAMPLE OF A DOUBLY REINFORCED RECTANGULAR BEAM SECTION FIGURE 192-1.1 – BEAM CROSS SECTION AND STRAIN PROFILE |
| 469 | EXAMPLE 2 – DESIGN AXIAL LOAD-MOMENT INTERACTION DIAGRAM OF A COLUMN SECTION USING UNIFIED DESIGN FIGURE 19E-2.1 – DETAILS OF THE COLUMN SECTION |
| 470 | FIGURE 19E-2.2 – STRAIN PROFILE IN THE COLUMN SECTION AT (O,M) |
| 471 | FIGURE 19E-2.3 – STRAIN PROFILE IN THE COLUMN SECTION |
| 472 | FIGURE 19E-2.4 – STRAIN PROFILE IN THE COLUMN SECTION |
| 473 | FIGURE 19E-2.5 – STRAIN PROFILE IN THE COLUMN SECTION |
| 474 | FIGURE 19E-2.6 – STRAIN PROFILE IN THE COLUMN SECTION |
| 475 | FIGURE 19E-3.7 – DESIGN AND NOMINAL STRENGTH INTERACTION DIAGRAM FOR THE COLUMN SECTION |
| 476 | EXAMPLE 3 – DESIGN EXAMPLE OF A 12-STORY PRECAST FRAME BUILDING USING STRONG CONNECTIONS |
| 477 | FIGURE 19E-3.1 – TYPICAL FLOOR PLAN OF EXAMPLE BUILDING FIGURE 19E-3.2 – ELEVATION OF EXAMPLE BUILDING |
| 478 | TABLE 19E-3.1 – DESIGN FORCES FOR THE THIRD FLOOR BEAM FORMING PART OF AN INTERIOR LONGITUDINAL FRAM OF THE BUILDING |
| 479 | FIGURE 19E-3.3 – CROSS SECTION OF BEAM DESIGNED |
| 480 | FIGURE 19E-3.4 – REINFORCING BAR CUTOFF |
| 481 | FIGURE 19E-3.5 -CONNECTION STRENGTH |
| 482 | FIGURE 19E-3.6 – BEAM-TO-BEAM STRONG CONNECTION NEAR MIDSPAN OF THIRD FLOOR VEAM FORMING PART OF INTERIOR LONGITUDINAL FRAME TABLE 19E-3.2 – DESIGN FORCES FOR THE INTERIOR COLUMN BETWEEN THE SECOND AND THIRD FLOORS, FORMING PART OF AN INTERIOR LONGITUDINAL FRAM OF THE BUILDING |
| 484 | FIGURE 19E-3.7 – COLUMN TO COLUMN STRONG CONNECTION AT MIDHEIGHT OF INTERIOR COLUMN BETWEEN SECOND AND THIRD FLOORS, FORMING PART OF INTERIOR LONGITUDINAL FRAME FIGURE 19E-3.8 – BEAM SPAN BETWEEN CRITICAL SECTIONS |
| 486 | FIGURE 19E-3.9 -BEAM TO CONTINUOUS COLUMN STRONG CONNECTION AT EXTERIOR SPAN OF TRANSVERSE FRAME AT SECOND FLOOR LEVEL |
| 487 | EXAMPLE 4 – ALLOWABLE STRESS DESIGN CHECK ON ANCHOR BOLT |
| 488 | EXAMPLE 5 – ANCHORING TO CONCRETE PER APPENDIX D OF ACI 318-08 FIGURE 19E-5.1 – FASTENER SUBJECTED TO TENSION AND SHEAR |
| 489 | TABLE 19E-5.1 – STRENGTH REDUCTION FACTORS OF APPENDIX D |
| 490 | FIGURE 19E-5.2 – CALCULATION OF A PER SECTION D.5.2.1 OF ACI 318-08 FIGURE 19E-5.3 – CALCULATION OF A PER SECTION D.5.2.1 OF ACI 318-08 |
| 492 | FIGURE 19E-5.4 – CALCULATION OF A PER SECTION D.6.2.1 OF ACI 318-08 |
| 494 | EXAMPLE 6 – RELATIVE STRENGTHS OF COLUMNS AND BEAMS AT JOINT FIGURE 19E-6.1 – ELEVATION OF EXAMPLE BUILDING |
| 495 | FIGURE 19E-6.2 – REINFORCEMENT DETAILS AT THE BEAM-COLUMN JOINT FIGURE 19E-6.3 – DESIGN AND NOMINAL STRENGTH INTERACTION DIAGRAMS FOR INTERIOR COLUMNS C1 AND C2 |
| 497 | EXAMPLE 7 – DESIGN OF RC SHEAR WALL PER 2009 IBC TABLE E19-7.1 – SUMMARY OF DESIGN AXIAL FORCE, SHEAR FORCE AND BENDING MOMENT FOR SHEAR WALL BETWEEN GRADE AND LEVEL 2 |
| 498 | FIGURE 19E-7.1 – PLAN OF EXAMPLE BUILDING CONSIDERED FIGURE 19E-7.2 – ELEVATION OF EXAMPLE BUILDING CONSIDERED |
| 499 | FIGURE 19E-7.3 – REINFORCEMENT DETAILS FOR A SHEAR WALL |
| 500 | FIGURE 19E-7.4 – DESIGN AND NOMINAL STRENGTH INTERACTION DIAGRAMS FOR A SHEAR WALL EQUATION 21-7 |
| 501 | EQUATION 21-8 EQUATION 21-5 |
| 502 | EQUATION 21-2 |
| 503 | EXAMPLE 8 – DESIGN OF RC SHEAR WALL PER 2009 IBC TABLE E19E-8.1 – SUMMARY OF DESIGN AXIAL FORCE, SHEAR FORCE AND BENDING MOMENT FOR SHEAR WALL BETWEEN GRAD AND LEVEL 2 |
| 504 | FIGURE 19E-8.1 – PLAN AND ELEVATION OF EXAMPLE BUILDING |
| 505 | EQUATION 21-7 |
| 506 | FIGURE 19E-8.2 – DESIGN AND NOMINAL STRENGTH INTERACTION DIAGRAMS FOR THE SHEAR WALL ON COLUMN LINE 4 EQUATION 21-8 |
| 507 | FIGURE 19E-8.3 – DETERMINATION OF REINFORCEMENT RATIO AT THE END OF THE SHEAR WALL |
| 508 | FIGURE 19E-8.4 – REINFORCEMENT DETAILS FOR THE SHEAR WALL ON COLUMN LINE 4 |
| 509 | EXAMPLE 9 – STRUT AND TIE MODEL PER APPENDIX A OF ACI 318-08 FIGURE 19E-9.1 – EXAMPLE OF DEEP BEAM |
| 510 | FIGURE 19E-9.2 – STRUT AND TIE MODEL EQUATION (A-3) EQUATION (A-8) EQUATION (A-6) EQUATION (A-7) |
| 511 | FIGURE 19E9.3 -DETERMINATION OF STRUT AND TIE WIDTHS |
| 512 | FIGURE 19E-9.4 – DEVELOPMENT OF TIE REINFORCEMENT IN THE EXTENDED NODAL ZONE |
| 515 | CHAPTER 20 – ALUMINUM |
| 517 | CHAPTER 21 – MASONRY |
| 519 | SECTION 2101 – GENERAL |
| 520 | TABLE 21-1 – IBC CHAPTER 21-MSJC CROSS-REFERENCE |
| 521 | TABLE 21-2 – AAC MASONRY SEISMIC DESIGN COEFFICIENTS AND HEIGHT LIMITATIONS |
| 522 | SECTION 2102 – DEFINITIONS AND NOTATIONS SECTION 2103 – MASONRY CONSTRUCTION MATERIALS |
| 523 | TABLE 21-3 – CONCRETE MASONRY UNIT SPECIFICATIONS TABLE 21-4 – CLAY OR SHALE MASONRY UNIT SPECIFICATIONS TABLE 21-1 – STONE MASONRY UNIT SPECIFICATIONS |
| 525 | TABLE 21-6 – ASTM STANDARDS FOR METAL REINFORCEMENT AND ACCESSORIES |
| 526 | SECTION 2104 – CONSTRUCTIOIN SECTION 2105 – QUALITY ASSURANCE |
| 527 | SECTION 2106 – SEISMIC DESIGN |
| 529 | TABLE 21-7 – SUMMARY OF STRUCTURAL WALL ANCHORAGE REQUIREMENTS IN 2009 IBC/ASCE/SEI 7-05 |
| 531 | TABLE 21-8 – SHEAR WALL TYPES AND REQUIREMENTS |
| 532 | SECTION 2107 – ALLOWABLE STRESS DESIGN |
| 534 | SECTION 2108 – STRENGTH DESIGN OF MASONRY |
| 537 | SECTION 2109 – EMPIRICAL DESIGN OF MASONRY SECTION 2110 – GLASS UNIT MASONRY |
| 538 | SECTION 2111 – MASONRY FIREPLACES SECTION 2112 – MASONRY HEATERS SECTION 2113 – MASONRY CHIMNEYS |
| 539 | REFERENCES BIBLIOGRAPHY |
| 541 | CHAPTER 22 – STEEL |
| 542 | SECTION 2201 – GENERAL SECTION 2202 – DEFINITIONS SECTION 2203 – IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES |
| 543 | SECTION 2204 – CONNECTIONS |
| 544 | SECTION 2205 – STRUCTURAL STEEL |
| 546 | SECTION 2206 – STEEL JOISTS |
| 547 | SECTION 2207 – STEEL CABLE STRUCTURES |
| 548 | SECTION 2208 – STEEL STORAGE RACKS SECTION 2209 – COLD-FORMED STEEL |
| 551 | SECTION 2210 – COLD-FORMED STEEL LIGHT FRAMED CONSTRUCTION |
| 558 | REFERENCES BIBLIOGRAPHY |
| 559 | CHAPTER 23 – WOOD |
| 560 | SECTION 2301 – GENERAL |
| 562 | SECTION 2302 – DEFINITIONS |
| 564 | SECTION 2303 – MINIMUM STANDARDS AND QUALITY |
| 565 | FIGURE 23-1 – TYPICAL LUMBER GRADE STAMPS |
| 566 | FIGURE 23-2 – FINGER-JOINT END JOINT |
| 574 | SECTION 2304 – GENERAL CONSTRUCTION REQUIREMENTS FIGURE 23-3 – HEADERS OVER WALL OPENINGS |
| 581 | FIGURE 23-4 – UNDER-FLOOR CLEARANCE FIGURE 23-5 – CLEARANCE BETWEEN WOOD FRAMING, WOOD SIDING AND EARTH |
| 582 | FIGURE 23-6 – POSTS AND COLUMNS |
| 584 | SECTION 2305 – GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS TABLE 23-1 – 2006 IBC SECTION 2305 – 2008 AF & PA SDPWS CROSS REFERENCE |
| 585 | TABLE 23-1 – CONTINUED |
| 586 | TABLE 23-1 – CONTINUED |
| 587 | TABLE 23-1 – CONTINUED |
| 588 | SECTION 2306 – ALLOWABLE STRESS DESIGN |
| 593 | TABLE 23-2 – FIBERBOARD SHEAR WALL ASPECT RATIO FACTORS FOR 8 FOOT SHEAR WALL HEIGHT |
| 594 | SECTION 2307 – LOAD AND RESISTANCE FACTOR DESIGN |
| 595 | SECTION 2308 – CONVENTIONAL LIGHT-FRAME CONSTRUCTION |
| 596 | FIGURE 23-7 – TYPICAL FRAMING DETAILS |
| 597 | FIGURE 23-8 – TYPICAL DETAILS |
| 598 | FIGURE 23-9 – TYPICAL DETAILS-FLOOR OR CEILING JOISTS |
| 599 | FIGURE 23-10 – TYPICAL DETAILS |
| 600 | FIGURE 23-11 – PLYWOOD SUBFLOOR TYPICAL DETAILS |
| 602 | FIGURE 23-12 – MAXIMUM FLOOR TO FLOOR STUD HEIGHT FIGURE 23-13 – INTERIOR BRACED WALL AT PERPENDICULAR JOIST |
| 603 | FIGURE 23-14 – OFFSET AT INTERIOR BRACED WALL FIGURE 23-15 – DIAPHRAGM CONNECTION TO BRACED WALL BELOW |
| 604 | FIGURE 23-16 – OFFSET AT INTERIOR BRACED WALL FIGURE 23-17 – INTERIOR BRACED WALL AT PERPENDICULAR JOIST |
| 605 | FIGURE 23-18 – INTERIOR BRACED WALL AT PARALLEL JOIST FIGURE 23-19 – SUGGESTED METHOD FOR TRANSFERRING ROOF DIAPHRAGM LOADS TO BRACED WALL PANELS |
| 606 | FIGURE 23-20 – ALTERNATE GABLE AND BRACE FIGURE 23-21 – WALL PARALLEL TO TRUSS BRACING DETAIL |
| 607 | FIGURE 23-22 – WALL PARALLEL TO TRUSS ALTERNATE BRACING DETAIL |
| 608 | FIGURE 23-23 – POST TO GIRDER CONNECTION FIGURE 23-24 – POST TO GIRDER CONNECTION |
| 609 | FIGURE 23-25 – BEARING REQUIREMENTS FIGURE 23-26 – BEARING REQUIREMENTS |
| 610 | FIGURE 23-27 – FRAMING DETAILS FIGURE 23-28 – CUTTING NOTCHING OR BORED HOLES |
| 611 | FIGURE 23-29 – FLOOR JOISTS TIED OVER WOOD BEAM, GIRDER OR PARTITION |
| 612 | FIGURE 23-20 – FRAMING AROUND OPENINGS – HEADER SPAN FIGURE 23-31 – FRAMING AROUND OPENINGS HEADER |
| 613 | FIGURE 23-32 – FRAMING AROUND OPENING – HEADER SPAN FIGURE 23-33 – SUPPORTING BEARING PARTITIONS |
| 614 | FIGURE 23-34 – LATERAL SUPPORT REQUIREMENTS |
| 616 | FIGURE 23-35 – STUD REQUIREMENTS FIGURE 23-36 – DOUBLE TOP PLACE SPLICE |
| 617 | FIGURE 23-37 – VAULTED CEILING AT GABLE END WALL |
| 618 | FIGURE 23-38 – SINGLE TOP PLATE SPLICE – BEARING AND EXTERIOR WALLS |
| 619 | FIGURE 23-39 – TOP PLATE LIMITATIONS BEARING |
| 620 | FIGURE 23-40 – WALL BRACING PANEL FIGURE 23-41 – WALL BRACING PANEL LOCATION |
| 621 | FIGURE 23-42 – BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM ONE STORY |
| 623 | FIGURE 23-43 – BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM TWO STORIES |
| 624 | FIGURE 23-44 – ALTERNATE BRACED PANELS |
| 625 | FIGURE 23-45 – ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING FIGURE 23-46 – HEADER OVER WALL OPENING |
| 626 | FIGURE 23-47 – PIPES IN WALLS FIGURE 23-48 – CUTTING AND NOTCHING OF STUDS |
| 627 | FIGURE 23-49 – BORED HOLES IN STUDS FIGURE 23-50 – ROOF FRAMING |
| 628 | FIGURE 23-51 – ROOF FRAMING THRUSTS-TRUSS ACTION |
| 629 | FIGURE 23-52 – CEILING AND RAFTER FRAMING |
| 630 | FIGURE 23-53 – RAFTER AND PURLIN FRAMING |
| 635 | REFERENCES BIBLIOGRAPHY |
| 637 | APPENDIX 1 – BACKGROUND TO SEISMIC STRENGTH DESIGN LOAD COMBINATIONS |
| 639 | TABLE 1-1 – SEISMIC STRENGTH DESIGN LOAD COMBINATIONS IN VARIOUS CODES AND STANDARD THROUGH THE 2009 IBC |
| 641 | TABLE 1-2 – A COMPARISON OF SEISMIC STRENGTH DESIGN LOAD COMBINATIONS OF ASCE 7-95 ( 1997 UBC) AND ACI 318-95 |
| 642 | TABLE 1-2 – A COMPARISON OF SEISMIC STRENGTH DESIGN LOAD COMBINATIONS OF ASCE 7-95 (1997 UBC) AND ACI 318-95 (CONT’D) REFERENCES |
| 643 | APPENDIX 2 – BACKGROUND TO THE WIND LOAD PROVISIONS OF MODEL CODES AND STANDARDS |
| 646 | TABLE 2-1 – SURFACE ROUGHNESS CATEGORIES OF ASCE 7-02 AND 7-05 TABLE 2-2 – EXPOSURE CATEGORIES OF ASCE 7-02 AND 7-05 |
| 648 | FIGURE 2-1 – FLUCTUATIONS OF WIND VELOCITY FIGURE 2-2 – RELATIONSHIP BETWEEN HOURLY MEAN VELOCITY OF WIND AND VELOCITY OF WIND AVERAGED OVER A SHORTER PERIOD, T |
| 653 | FIGURE 2 -3 – PLAN OF EXAMPLE CONCRETE BUILDING |
| 654 | FIGURE 2-4 – ELEVATION OF EXAMPLE CONCRETE BUILDING |
| 655 | TABLE 2-3 – COMPARISON OF COMPUTED WIND FORCES FOR EXAMPLE BUILDING |
| 656 | REFERENCES |
| 657 | APPENDIX 3 – BACK GROUND TO SEISMIC GROUND MOTION IN SEISMIC DESIGN |
| 659 | FIGURE 3-1 – SCHEMATIC REPRESENTATION OF EFFECTIVE PEAK ACCELERATION AND EFFECTIVE PEAK VELOCITY |
| 660 | TABLE 3-1 – RELATIONSHIP BETWEEN EPV AND A |
| 664 | FIGURE 3-2 – HAZARD CURVES FOR SELECTED CITIES FIGURE 3-3 – COMPARISON OF EARTHQUAKES WITH LONG AND SHORT RETURN PERIODS IN COASTAL CALIFORNIA AND EASTERN UNITED STATES |
| 667 | FIGURE 3-4 – DEFINITION OF DESIGN EARTHQUAKE SCHEMATIC |
| 669 | REFERENCES |
| 671 | APPENDIX 4 – CONSIDERATION OF SITE SOIL CHARACTERISTICS |
| 672 | FIGURE 4 -1 – SITE COEFFICIENT S, OF 1985 AND EARLIER UBC EDITIONS |
| 674 | FIGURE 4 -2 – TWO FACTOR APPROAD TO LOCAL SITE RESPONSE |
| 677 | REFERENCES |
| 679 | METRIC CONVERSION TABLE |
| 687 | INDEX |
