ICC IBC SEAOC SSDM V3 2018
$36.29
2018 IBC SEAOC Structural/Seismic Design Manual Volume 3: Examples for Concrete Buildings
| Published By | Publication Date | Number of Pages |
| ICC | 2018 | 267 |
2018 IBC® SEAOC Structural/Seismic Design Manual, Volume 3: Examples for Concrete Buildings This series provides a step-by-step approach to applying the structural provisions of the 2018 International Building Code® and referenced standards. Volume 3 contains code application examples of concrete construction. Moment frames, braced frames, and shear wall construction are analyzed. Volume 3 details sample structures containing concrete moment frames or shear walls, diaphragm, and pile design, including: Reinforced Concrete Wall Reinforced Concrete Wall with Coupling Beams Reinforced Concrete Special Moment Frame Reinforced Concrete Parking Garage Pile Foundation Pile Foundation at SMRF Design of Concrete Diaphragm and Collector, including Alternate Method for Determining Forces in Accordance with ASCE 7-16 Section 12.10.3 An excellent reference and study guide for the NCEES Structural Exam, this manual is an invaluable resource for civil and structural engineers, architects, academics, and students.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2018 IBC® SEAOC STRUCTURAL/SEISMIC DESIGN MANUAL VOLUME 3 EXAMPLES FOR CONCRETE BUILDINGS |
| 2 | 2018 IBC® SEAOC STRUCTURAL/SEISMIC DESIGN MANUAL VOLUME 3 EXAMPLES FOR CONCRETE BUILDINGS TITLE PAGE |
| 3 | COPYRIGHT PUBLISHER EDITOR DISCLAIMER |
| 4 | SUGGESTIONS FOR IMPROVEMENT ERRATA NOTIFICATION |
| 6 | TABLE OF CONTENTS |
| 8 | PREFACE TO THE 2018 IBC SEAOC STRUCTURAL/SEISMIC DESIGN MANUAL |
| 10 | PREFACE TO VOLUME 3 |
| 12 | ACKNOWLEDGEMENTS |
| 14 | REFERENCES |
| 18 | HOW TO USE THIS DOCUMENT |
| 20 | DESIGN EXAMPLE 1 REINFORCED CONCRETE WALL |
| 21 | 1. BUILDING GEOMETRY AND LOADS 1.1 GIVEN INFORMATION |
| 22 | FIGURE 1-1 FLOOR PLAN 1.2 DESIGN LOADS AND LATERAL FORCES |
| 23 | FIGURE 1-2 WALL ELEVATION, SHEAR, AND MOMENT DIAGRAM TABLE 1-1 DESIGN LOADS AND LATERAL FORCES |
| 24 | 2. LOAD COMBINATIONS FOR DESIGN 2.1 LOAD COMBINATIONS 2.2 HORIZONTAL AND VERTICAL COMPONENTS OF EARTHQUAKE FORCE EQUATION 12.4-1 EQUATION 12.4-2 EQUATION 12.4-3 EQUATION 12.4-4A |
| 25 | EQUATION 11.4-1 EQUATION 11.4-3 2.3 ACTIONS AT BASE OF WALL 3. PRELIMINARY SIZING OF WALL 3.1 SHEAR STRESS AND REINFORCEMENT RATIO RULES OF THUMB |
| 26 | 3.2 MINIMUM THICKNESS TO PREVENT WALL BUCKLING 3.3 LAYOUT OF VERTICAL REINFORCEMENT FIGURE 1-3 LAYOUT OF VERTICAL REINFORCEMENT AT WALL BASE |
| 27 | 4. FLEXURAL STRENGTH AT BASE OF WALL 4.1 REINFORCEMENT CONSIDERED “EFFECTIVE” 4.2 ASSUMED REINFORCEMENT STRAIN FIGURE 1-4 STEEL STRESS AND NEUTRAL AXIS DEPTH |
| 28 | 4.3 STRENGTH REDUCTION FACTOR 4.4 HAND CALCULATION |
| 29 | FIGURE 1-5 FREE-BODY DIAGRAM FOR FLEXURAL STRENGTH TABLE 1-2 , FIRST INERATION FOR c AND Mn TABLE 1-3. SECOND ITERATION FOR c AND Mn |
| 30 | 4.5 SPREADSHEET CALCULATION |
| 31 | FIGURE 1-6 GENERAL SPREADSHEET TO CALCULATE FLEXURAL STRENGTH |
| 32 | 4.6 SOFTWARE CALCULATION FIGURE 1-7 ANALYSIS OF WALL SECTION BY SP COLUMN |
| 33 | 5. FLEXURAL STRENGTH AND LAP SPLICES OVER HEIGHT OF WALL 5.1 BAR CUT-OFFS FIGURE 1-8 WALL ELEVATION |
| 34 | TABLE 1-4 BOUNDARY AND VERTICAL WEB REINFORCEMENT |
| 35 | FIGURE 1-9 CALCULATION OF REQUIRED FLEXURAL STRENGTH AT BAR CUT-OFF LOCATIONS 5.2 LAP SPLICE LENGTH |
| 36 | EQUATION 25.4.2.3A |
| 37 | FIGURE 1-10 DETERMINATION OF Atrln FOR CALCULATION OF LAP-SPLICE LENGTH 5.3 SPLICES IN PLASTIC-HINGE REGIONS |
| 39 | 6. SHEAR STRENGTH OF WALL 6.1 ACI 318 REQUIREMENTS EQUATION 18.10.4.1 |
| 40 | TABLE 1-5 HORIZONTAL REINFORCEMENT FOR ACI 318 SHEAR STRENGTH REQUIREMENTS 6.2 SEAOC BLUE BOOK RECOMMENDATIONS |
| 41 | TABLE 1-6 FLEXURAL STRENGTH COMPARISON FIGURE 1-11 RELATIONSHIP OF SHEAR AMPLIFICATION FACTOR TO NUMBER OF STORIES |
| 42 | TABLE 1-7 HORIZONTAL REINFORCEMENT BASED ON BLUE BOOK SHEAR DESIGN RECOMMENDATIONS |
| 43 | 6.3 COMPARISON OF DESIGNS PER ACI AND SEAOC 7. SHEAR FRICTION (SLIDING SHEAR) STRENGTH OF WALL EQUATION 22.9.4.2 |
| 44 | 8. DETAILING OF WALL BOUNDARY ELEMENTS 8.1 REQUIREMENT FOR SPECIAL BOUNDARY ELEMENTS EQUATION 18.10.6.2 8.2 DETAILING WHERE SPECIAL BOUNDARY ELEMENTS ARE NOT REQUIRED |
| 45 | FIGURE 1-12 BOUNDARY REINFORCEMENT AT WALL BASE |
| 46 | DESIGN EXAMPLE 2 REINFORCED CONCRETE WALL WITH COUPLING BEAMS |
| 47 | 1. BUILDING GEOMETRY AND LOADS 1.1 GIVEN INFORMATION |
| 48 | 1.2 DESIGN LOADS AND LATERAL FORCES |
| 49 | FIGURE 2-1 WALL ELEVATION, PLAN SECTION, AND DESIGN FORCES |
| 50 | FIGURE 2-2 RESULTS OF ETABS COMPUTER ANALYSIS (KIPS, INCHES) |
| 51 | 2. LOAD COMBINATIONS FOR DESIGN 3. PRELIMINARY SIZING OF WALL 4. COUPLING BEAM STRENGTH AND DIAGONAL REINFORCEMENT 4.1 REQUIREMENT FOR DIAGONAL REINFORCEMENT |
| 52 | TABLE 2-1 COUPLING BEAM FORCES AND DIAGONAL REINFORCEMENT 4.2 DESIGN OF DIAGONAL REINFORCEMENT EQUATION 18.10.7.4 |
| 53 | FIGURE 2-3 GEOMETRY OF COUPLING-BEAM DIAGONAL BARS |
| 54 | FIGURE 2-4 DIAGONAL BARS PROVIDED IN COUPLING BEAMS 5. FLEXURAL REINFORCEMENT OF WALL PIERS 5.1 CRITICAL MOMENTS AND AXIAL FORCES |
| 55 | TABLE 2-2 DEAD LOAD FROM WALL SELF-WEIGHT TABLE 2-3 CALCULATION OF FACTORED AXIAL FORCES AND MOMENTS ON CRITICAL WALL PIERS |
| 56 | 5.2 DESIGN OF VERTICAL REINFORCEMENT TABLE 2-4 CALCULATION OF φ VALUE FOR SELECTED LOAD CASES FIGURE 2-5 SECTION THROUGH WALL PIER IN VICINITY OF LINE C |
| 57 | FIGURE 2-6 spCOLUMN RESULTS FOR DESIGN OF VERTICAL REINFORCEMENT |
| 58 | FIGURE 2-6 (continued) spCOLUMN RESULTS FOR DESIGN OF VERTICAL REINFORCEMENT |
| 59 | FIGURE 2-7 ELEVATION SHOWING VERTICAL WALL REINFORCEMENT 5.3 SPLICES OF REINFORCEMENT |
| 60 | 6. PLASTIC MECHANISM ANALYSIS 6.1 PROBABLE FLEXURAL STRENGTH |
| 61 | FIGURE 2-8 spCOLUMN CALCULATION OF PROBABLE FLEXURAL STRENGTH Mpr (fy = 75 ksi, φ = 1.0) |
| 62 | FIGURE 2-8 (continued) spCOLUMN CALCULATION OF PROBABLE FLEXURAL STRENGTH Mpr (fy = 75 ksi, φ = 1.0) |
| 63 | FIGURE 2-8 (continued) spCOLUMN CALCULATION OF PROBABLE FLEXURAL STRENGTH Mpr (fy = 75 ksi, φ = 1.0) TABLE 2-5 APPROXIMATE PROBABLE FLEXURAL STRENGTHS OF WALL PIERS FOR PLASTIC ANALYSIS |
| 64 | 6.2 MECHANISM WITH HINGING AT BASE OF WALL PIERS |
| 65 | TABLE 2-6 PLASTIC MECHANISM CALCULATIONS ASSUMING PLASTIC HINGING AT BASE AND IN ALL COUPLING BEAMS |
| 66 | FIGURE 2-9 MECHANISM WITH PLASTIC HINGES AT BASE OF WALL 6.3 MECHANISM WITH HINGING AT FOURTH FLOOR |
| 67 | TABLE 2-7 PLASTIC MECHANISM CALCULATIONS ASSUMING PLASTIC HINGING AT FOURTH-FLOOR PIERS |
| 68 | FIGURE 2-10 MECHANISM WITH PLASTIC HINGES AT FOURTH-FLOOR WALL PIERS |
| 69 | TABLE 2-8 PLASTIC MECHANISM CALCULATIONS ASSUMING PLASTIC HINGING AT FOURTH-FLOOR PIERS—REVISED FOR STRONGER PIERS AT FOURTH FLOOR 7. SHEAR REINFORCEMENT OF WALL PIERS 7.1 ACI 318 REQUIREMENTS EQUATION 18.10.4.1 |
| 70 | TABLE 2-9 DESIGN FOR SHEAR BY ACI 318 7.2 SEAOC BLUE BOOK RECOMMENDATIONS |
| 71 | EQUATION 18.10.4.1 TABLE 2-10 DESIGN FOR SHEAR BY THE BLUE BOOK RECOMMENDATIONS |
| 72 | 7.3 COMPARISON OF DESIGNS PER ACI AND SEAOC 8. DETAILING OF WALL-PIER BOUNDARY ELEMENTS 8.1 REQUIREMENT FOR SPECIAL BOUNDARY ELEMENTS: STRESS-BASED APPROACH |
| 73 | TABLE 2-11 STRESS ANALYSIS FOR SPECIAL BOUNDARY ELEMENT REQUIREMENT BY ACI 318 |
| 74 | TABLE 2-11 STRESS ANALYSIS FOR SPECIAL BOUNDARY ELEMENT REQUIREMENT BY ACI 318 (continued) FIGURE 2-11 COMPRESSIVE STRESSES (ksi) AND REQUIRED LOCATIONS OF SPECIAL BOUNDARY ELEMENTS ACCORDING TO ACI 318 SECTION 18.10.6.3 |
| 75 | 8.2 REQUIREMENT FOR SPECIAL BOUNDARY ELEMENTS: NEUTRAL AXIS APPROACH TABLE 2-12 REQUIREMENT FOR SPECIAL BOUNDARY ELEMENT BY ACI 318 SECTION 18.10.6.2 EQUATION 18.10.6.2 |
| 76 | FIGURE 2-12 REQUIRED LOCATIONS OF SPECIAL BOUNDARY ELEMENTS ACCORDING TO ACI 318 SECTION 18.10.6 |
| 77 | 8.3 DETAILING OF SPECIAL BOUNDARY ELEMENTS TABLE 2-13 REQUIRED WIDTH AND VERTICAL EXTENT OF SPECIAL BOUNDARY ELEMENTS |
| 78 | FIGURE 2-13 BOUNDARY TIES REQUIRED BY THE ACI 318 PROCEDURE |
| 79 | TABLE 2-14 REQUIRED BOUNDARY ZONE TIES BY ACI 318 PROCEDURE |
| 80 | 8.4 DETAILING WHERE SPECIAL BOUNDARY ELEMENTS ARE NOT REQUIRED |
| 81 | 9. DETAILING OF COUPLING BEAMS 9.1 DEVELOPMENT LENGTH OF DIAGONAL REINFORCEMENT 9.2 OPTIONS FOR CONFINEMENT OF COUPLING BEAMS 9.3 OPTION 1: TIES AROUND DIAGONAL BARS |
| 82 | FIGURE 2-14 SECTION THROUGH COUPLING BEAM SHOWING LAYERING OF REINFORCEMENT |
| 83 | EQUATION 18.7.5.3 |
| 84 | FIGURE 2-15 ELEVATION SHOWING DETAILING OF A COUPLING BEAM |
| 85 | 9.4 OPTION 2: TIES AROUND ENTIRE BEAM |
| 87 | FIGURE 2-16 SECTION THROUGH COUPLING BEAM SHOWING LAYERING OF REINFORCEMENT |
| 88 | FIGURE 2-17 ELEVATION SHOWING DETAILING OF A COUPLING BEAM |
| 90 | DESIGN EXAMPLE 3 REINFORCED CONCRETE SPECIAL MOMENT FRAME |
| 91 | FIGURE 3-1 TYPICAL FLOOR PLAN FIGURE 3-2 TYPICAL FRAME ELEVATION, LINE A |
| 94 | 1. SITE GROUND MOTION EQUATION 11.4-1 EQUATION 11.4-2 EQUATION 11.4-3 EQUATION 11.4-4 2. DESIGN BASE SHEAR COEFFICIENT EQUATION 12.8-7 EQUATION 12.8-8 EQUATION 12.8-1 EQUATION 12.8-2 |
| 95 | EQUATION 12.8-3 EQUATOIN 12.8-4 EQUATION 12.8-5 EQUATION 12.8-6 FIGURE 3-3 TYPICAL RESPONSE SPECTRUM |
| 96 | 3. REDUNDANCY FACTOR 4. COMBINED EFFECT OF HORIZONTAL AND VERTICAL EARTHQUAKE-INDUCED FORCES EQUATION 12.4-1 EQUATOIN 12.4-2 EQUATION 12.4-3 EQUATION 12.4-4 5. VERTICAL DISTRIBUTION OF SEISMIC FORCES 5.1 STORY MASSES (WEIGHTS) ARE CALCULATED IN TABLE 3-1 TABLE 3-1 CALCULATION OF BUILDING AND STORY WEIGHTS |
| 97 | 5.2 BASE SHEAR AND VERTICAL DISTRIBUTION OF SHEAR EQUATION 12.8-11 EQUATOIN 12.8-12 TABLE 3-2 VERTICAL DISTRIBUTION OF SHEAR |
| 98 | 6. FRAME NODAL AND MEMBER FORCES TABLE 3-3 BEAM GRAVITY LOADS FOR ANALYSIS |
| 99 | TABLE 3-4 COLUMN NODAL FORCES FOR ANALYSIS FIGURE 3-4 COMPUTER MODEL OF THE FRAME ON LINE A |
| 100 | FIGURE 3-5 COMPUTER MODEL OF THE FRAME ON LINE A WITH BEAM AND COLUMN SIZES 7. ANALYSIS AND EVALUATION OF FRAME DRIFTS TABLE 3-5 ALLOWABLE STORY DEFORMATIONS AND DISPLACEMENTS |
| 101 | 8. BEAM DESIGN 8.1 LOAD COMBINATIONS |
| 102 | 8.2 DESIGN REQUIREMENTS FOR FRAME BEAMS |
| 103 | FIGURE 3-6 MOMENT AND SHEAR DIAGRAMS FOR BEAMS |
| 105 | 8.3 BEAM SKIN REINFORCEMENT 8.4 BEAM SHEAR DESIGN |
| 106 | 8.5 DESIGN OF ALL FRAME BEAMS |
| 107 | TABLE 3-6 BEAM MEMBER LONGITUDINAL REINFORCEMENT DESIGN |
| 108 | TABLE 3-6 BEAM MEMBER LONGITUDINAL REINFORCEMENT DESIGN (continued) |
| 109 | TABLE 3-6 BEAM MEMBER LONGITUDINAL REINFORCEMENT DESIGN (continued) TABLE 3-7 BEAM MEMBER SHEAR REINFORCEMENT DESIGN |
| 110 | TABLE 3-7 BEAM MEMBER SHEAR REINFORCEMENT DESIGN (continued) |
| 111 | TABLE 3-7 BEAM MEMBER SHEAR REINFORCEMENT DESIGN (continued) |
| 112 | TABLE 3-8 FINAL BEAM DESIGNS FIGURE 3-7 REPRESENTS A BEAM AT LEVEL 2 SHOWING DIMENSIONS AND REINFORCEMENT |
| 113 | 9. COLUMN DESIGN 9.1 STRONG COLUMN CALCULATION |
| 114 | 9.2 FORCES ON COLUMNS DUE TO FACTORED LOAD COMBINATIONS 9.3 DESIGN OF COLUMN FOR BENDING STRENGTH EQUATION 22.4.2.2 |
| 115 | TABLE 3-9 COLUMN LOADS FOR LOAD COMBINATION 6 |
| 116 | TABLE 3-10 COLUMN LOADS FOR LOAD COMBINATION 7 |
| 117 | TABLE 3-11 CRITICAL COLUMN LOADS FOR FRAME A FIGURE 3-8 COLUMN P-M DIAGRAM FOR 30-INCH X 36-INCH INTERIOR COLUMN |
| 118 | FIGURE 3-9 COLUMN P-M DIAGRAM FOR 30-INCH-SQUARE CORNER COLUMN |
| 119 | TABLE 3-12 COLUMN AXIAL AND FLEXURAL DESIGN STRENGTHS 9.4 DESIGN OF COLUMNS FOR SHEAR STRENGTH |
| 121 | TABLE 3-13 CALCULATION OF COLUMN SHEAR FORCES, Ve |
| 122 | TABLE 3-14 SPECIAL TRANSVERSE REINFORCEMENT IN COLUMNS TABLE 3-15 SHEAR STRENGTH |
| 123 | TABLE 3-16 FINAL COLUMN DESIGN AT FIRST LEVEL FIGURE 3-10 30X36 COLUMN |
| 124 | FIGURE 3-11 30X30 COLUMN 10. JOINT SHEAR ANALYSIS TABLE 3-17 JOINT SHEAR ANALYSIS |
| 125 | 11. DEATILING OF BEAMS AND COLUMNS 11.1 BEAM REINFORCEMENT FIGURE 3-12 BEAM-COLUMN JOINT |
| 126 | FIGURE 3-13 BEAM REINFORCEMENT LAP SPLICE FIGURE 3-14 BEAM-COLUMN JOIN REINFORCEMENT AT EXTERIOR SPAN 11.2 COLUMN REINFORCEMENT |
| 127 | FIGURE 3-15 BEAM REINFORCEMENT AT INTERIOR SPANS FIGURE 3-16 BEAM-COLUMN CORNER JOINT AT ROOF |
| 128 | 12. FOUNDATION CONSIDERATIONS COMMENTARY |
| 130 | DESIGN EXAMPLE 4 REINFORCED CONCRETE PARKING GARAGE |
| 131 | FIGURE 4-1 3D MODEL OF EXAMPLE STRUCTURE |
| 132 | 1. BUILDING GEOMETRY AND LOADS 1.1 GIVEN INFORMATION |
| 133 | TABLE 4-1 SLAB-TO-SLAB COLUMN SPANS ON GRID LINE B (INCHES) |
| 134 | FIGURE 4-2 LEVEL 3.0-3.5 PLAN FIGURE 4-3 BASE PLAN |
| 135 | FIGURE 4-4 SECTION AT GRID LINE B 1.2 MATERIAL WEIGHTS 1.3 LIVE LOADS |
| 136 | 1.4 SEISMIC MASS TABLE 4-2 SUMMATION OF SEISMIC MASS 2. LOAD COMBINATIONS FOR DESIGN |
| 137 | EQUATION 12.4-3 EQUATION 12.4-7 EQUATION 12.4-4A 3. LATERAL ANALYSIS 3.1 STRUCTURAL SYSTEM 3.2 HORIZONTAL STRUCTURAL IRREGULARITIES 3.3 VERTICAL STRUCTURAL IRREGULARITIES 3.4 PROHIBITED IRREGULARITIES |
| 138 | 3.5 ADDITIONAL REQUIREMENTS 3.6 DIAPHRAGM CLASSIFICATION 3.7 REDUNDANCY 3.8 ANALYSIS PROCEDURE |
| 139 | 3.9 STRUCTURAL MODELING TABLE 4-3 ETABS SECTION PROPERTY MODIFIERS 3.10 PERIOD DETERMINATION EQUATION 12.8-7 |
| 140 | 3.11 SEISMIC RESPONSE COEFFICIENT EQUATION 12.8-2 EQUATION 12.8-3 EQUATION 12.8-5 EQUATION 12.8-6 |
| 141 | 3.12 SEISMIC BASE SHEAR EQUATION 12.8-1 3.13 VERTICAL DISTRIBUTION OF SEISMIC FORCES EQUATION 12.8-11 EQUATION 12.8-12 TABLE 4-4 SEISMIC FORCE DISTRIBUTION |
| 142 | 4. SLAB, BEAM, AND COLUMN DESIGN FIGURE 4-5 MEMBERS SELECTED FOR GRAVITY DESIGN |
| 143 | 4.1 POST-TENSIONED SLAB FIGURE 4-6 P/T SLAB REINFORCEMENT |
| 144 | 4.2 POST-TENSIONED BEAMS TABLE 4-5 BEAM FORCES (UNITS OF kips AND kip-ft) |
| 146 | FIGURE 4-7 BEAM AND COLUMN MOMENT DIAGRAMS: (A) LINE 2 (B) LINE 3 (C) LINE 4 (D) LINE 5 FIGURE 4-8 P/T BEAM REINFORCEMENT |
| 147 | 4.3 COLUMNS TABLE 4-6 COLUMN FORCES (UNITS OF kips AND kip-ft) |
| 148 | TABLE 4-6 COLUMN FORCES (UNITS OF kips AND kip-ft) (continued) |
| 149 | FIGURE 4-9 COLUMN INTERACTION DIAGRAMS |
| 150 | TABLE 4-7 PROBABLE MOMENT CAPACITY FOR COLUMNS ON GRID LINES 2 AND 5 FIGURE 4-10 COLUMN REINFORCEMENT 5. WALL AND RAMP FORCES |
| 151 | TABLE 4-8 MAXIMUM SEISMIC SHEAR FORCES IN WALL ELEMENTS (kips) TABLE 4-9 MAXIMUM SEISMIC AXIAL AND SHEAR FORCES IN RAMP ELEMENTS (kips) |
| 152 | 6. PROVISIONS FOR SECONDARY FRAME MEMBERS |
| 153 | TABLE 4-10 PROVISIONS FOR SECONDARY FRAME MEMBERS PER SECTION 18.14 |
| 154 | FIGURE 4-11 SECTION 18.14 DESIGN PROCEDURE 6.1 DESIGN AND DETAILING OF SECONDARY BEAMS |
| 156 | EQUATION 11.5.4.8 |
| 158 | 6.2 DESIGN AND DETAILING OF SECONDARY COLUMNS TABLE 4-11 DESIGN STEP 3: COLUMN AXIAL STRESS FOR LOAD COMBINATIONS 6 AND 7 |
| 159 | TABLE 4-12 MAXIMUM COLUMN FORCES AT DESIGN DISPLACEMENT (UNITS OF kips AND k-ft) |
| 160 | FIGURE 4-12 COLUMN INTERACTION DIAGRAMS WITH SEISMIC FORCES DETERMINED AT DESIGN DISPLACEMENT |
| 163 | TABLE 4-13 COLUMN DETAILING AND SHEAR STRENGTH REQUIREMENTS |
| 164 | TABLE 4-14 COLUMN LONGITUDINAL REINFORCEMENT PER ACI 318 SECTION 18.7.4.1 |
| 168 | TABLE 4-15 COLUMN SEISMIC DESIGN SHEAR Ve—NORTH-SOUTH DIRECTION TABLE 4-16 COLUMN SEISMIC DESIGN SHEAR Ve—EAST-WEST DIRECTION |
| 169 | TABLE 4-17 COLUMN SHEAR REINFORCEMENT DESIGN: LEVEL 1.5 FIGURE 4-13 FREE-BODY DIAGRAM AT BEAM-COLUMN JOINTS |
| 170 | FIGURE 4-14 BEAM-COLUMN JOINTS AT LEVEL 1.5 FIGURE 4-15 SLAB-COLUMN JOINTS AT LEVEL 1.5 |
| 171 | FIGURE 4-16 FEM MODEL FOR FULL-HEIGHT COLUMN METHOD |
| 172 | TABLE 4-18 COLUMN DESIGN SHEAR: FULL-HEIGHT COLUMN METHOD TABLE 4-19 COLUMN DESIGN SHEAR: SIMPLIFIED PUSHOVER METHOD |
| 174 | EQUATION 18.7.5.3 |
| 175 | TABLE 4-20 DESIGN REFERENCE FOR COLUMN SHEAR REINFORCEMENT |
| 176 | FIGURE 4-17 BEAM AND COLUMN SHEAR REINFORCEMENT 7. DIAPHRAGM ANALYSIS EQUATION 12.10-1 EQUATION 12.10-2 EQUATION 12.10-2 |
| 177 | TABLE 4-21 DIAPHRAGM INERTIAL FORCES |
| 178 | TABLE 4-22 SEISMIC SHEAR FORCES AT SLAB-WALL INTERFACES (kips) TABLE 4-23 MAXIMUM SEISMIC FORCES AT THE RAMPS (kips AND kip-ft) 8. DIAPHRAGM DESIGN 8.1 SHEAR DESIGN |
| 179 | EQUATION 18.12.9.1 8.2 CHORD AND COLLECTOR REINFORCEMENT |
| 180 | 8.3 DIAPHRAGM CHORD DESIGN |
| 181 | 9. COLLECTOR DESIGN 9.1 DIAPHRAGM STRENGTHENING AT GRID LINE 9 |
| 182 | FIGURE 4-18 SLAB STRESS CONTOURS AT LEVEL 2.0 9.2 SHEAR TRANSFER DESIGN AT GRID LINE 9 EQUATION 22.9.4.2 |
| 183 | EQUATION 25.4.2.3 (A) |
| 184 | FIGURE 4-19 PARTIAL PLAN AT LINE 9 |
| 185 | 9.3 SLAB COLLECTOR DESIGN AT GRID LINE A |
| 187 | FIGURE 4-20 COLLECTOR DIAGRAM LINE A |
| 188 | FIGURE 4-21 FREE-BODY DIAGRAM, LINE A 9.4 SHEAR TRANSFER DESIGN AT GRID LINE A |
| 189 | FIGURE 4-22 PARTIAL PLAN, LINE A FIGURE 4-23 SHAR TRANSFER AT SLAB-WALL INTERFACES |
| 190 | SUMMARY |
| 192 | DESIGN EXAMPLE 5 PILE FOUNDATION 1. BUILDING GEOMETRY AND LOADS 1.1 GIVEN INFORMATION |
| 193 | FIGURE 5-1 FOUNDATION PLAN 1.2 DESIGN VERTICAL LOADS |
| 194 | TABLE 5-1 LOADING AT VARIOUS SUPPORT CONDITIONS 1.3 GEOTECHNICAL RECOMMENDATIONS FIGURE 5-2 GEOTECHNICAL PILE CAPACITY VS. DEPTH, FROM GEOTECHNICAL REPORT |
| 195 | 2. LOAD COMBINATIONS FOR DESIGN 2.1 COMBINATIONS FOR GEOTECHNICAL DESIGN EQUATION 16-17 EQUATION 16-21 EQUATION 16-22 2.2 COMBINATIONS FOR STRUCTURAL DESIGN EQUATION 16-1 EQUATION 16-2 EQUATION 16-5 EQUATION 16-7 3. DETERMINATION OF OPTIMAL PILE CAPACITY AND LENGTH 3.1 NUMBER OF PILES PER LOCATION—GEOTECHNICAL DESIGN |
| 196 | TABLE 5-2 LOAD COMBINATIONS FOR GEOTECHNICAL DESIGN |
| 197 | FIGURE 5-3 GEOTECHNICAL PIL CAPACITY VS. DEPTH, WITH SELECTED DEPTH AND CAPACITY TABLE 5-3 NUMBER OF PILES REQUIRED FOR EACH CONDITION |
| 198 | 4. PRELIMINARY PILE VERTICAL REINFORCEMENT 4.1 MINIMUM REINFORCEMENT 4.2 LIMITING LOADS 5. BUILDING BASE SHEAR RESISTANCE 5.1 DISTRIBUTION THROUGH GROUND LEVEL SLAB |
| 199 | 5.2 PASSIVE PRESSURE ON CAPS 5.3 PILE GROUP EFFICIENCY TABLE 5-4 COMPUTED p-MODIFICATION FACTORS FOR GROUPS OF VARIOUS NUMBERS OF PILES IN STANDARD FORMATIONS, WITH THREE-DIAMETER SPACING 6. LATERAL-LOADING ANALYSIS 6.1 PILE LATERAL STIFFNESS |
| 200 | TABLE 5-5 COMPUTED FACTORED AXIAL LOADS PER PILE FOR VARIOUS SUPPORT TYPES 6.2 CONSISTENT LATERAL DEFORMATIONS TABLE 5-6 AXIAL LOAD, MOMENT, AND SHEAR FOR SELECTED DESIGN POINTS |
| 201 | 6.3 RESISTANCE OF TOTAL BASE SHEAR TABLE 5-7 LATERAL RESISTANCE DUE TO PASSIVE PRESSURE AND PILE BENDING |
| 202 | 7. CHECK OF AXIAL-MOMENT INTERACTION 7.1 ACI 318 REQUIREMENTS EQUATOIN 22.4.2.2 7.2 CONTROLLING DESIGN POINTS FIGURE 5-4 AXIAL-MOMENT INTERACTION WITH AXIAL LOAD LIMITED PER ACI 318 |
| 203 | 8. DESIGN OF TRANSVERSE REINFORCING 8.1 IBC DETAILING REQUIREMENTS TABLE 5-8 TRANSVERSE REINFORCING REQUIREMENTS 8.2 CHECK PILE MOMENT VS. DEPTH FOR REINFORCED LENGTH EQUATION 18-10 |
| 204 | FIGURE 5-5 MOMENT VS DEPTH FROM LPILE, WITH CRACKING MOMENT SHOWN |
| 205 | 8.3 CHECK PILE SHEAR CAPACITY 9. DEVELOPMENT OF VERTICAL BARS INTO CAP 9.1 DEVELOPMENT OF STRAIGHT BARS EQUATION 25.4.2.3A FIGURE 5-6 CENTER-TO-CENTER SPACING OF SIX BARS IN A 16-INCH PILE WITH 3 INCHES OF CLEAR COVER EQUATION 25.4.2.3A |
| 206 | 9.2 DEVELOPMENT OF HEADED BARS 9.3 EMBEDMENT OF PILES INTO CAP 9.4 DESIGN OF GRADE BEAMS 9.5 SUMMARY OF DESIGN FIGURE 5-7 GRADE BEAM DETAIL SHOWING CONNECTION TO SLAB-ON-GRADE |
| 207 | FIGURE 5-8 PILE DETAIL SHOWING DIMENSIONS AND REINFORCING |
| 208 | 10. REFERENCES |
| 210 | DESIGN EXAMPLE 6 PILE FOUNDATION FOR SMRF 1. GIVEN INFORMATION 1.1 PROJECT SEISMIC DATA |
| 211 | 1.2 FRAME LOADING AND GEOMETRY FIGURE 6-1 FRAME ELEVATION |
| 212 | FIGURE 6-2 LOWEST LEVEL FRAME COLUMN DETAIL 2. CASE I: MOMENTS RESISTED BY CONTINUOUS STIFF GRADE BEAM 2.1 MODELING 2.2 LOADING |
| 213 | FIGURE 6-3 PROBABLE STRENGTH COLUMN INTERACTION DIAGRAM |
| 214 | FIGURE 6-4 GRADE BEAM MOMENT AND SHEAR DIAGRAMS FOR DESIGN |
| 215 | 2.3 PILE DESIGN 2.4 LONGITUDINAL GRADE BEAM DESIGN FIGURE 6-5 GRADE BEAM SECTION |
| 216 | EQUATION 22.5.5.1 2.5 TRANSVERSE GRADE BEAM DESIGN |
| 217 | FIGURE 6-6 GRADE BEAM TRANSVERSE SECTION SHOWING STRUT-AND-TIE GEOMETRY |
| 219 | FIGURE 6-7 GRADE BEAM TRANSVERSE SECTION SHOWING VERTICAL BAR EXTENSIONS 3. CASE II: MOMENTS RESISTED BY GRADE BEAM AND PILE FLEXURE 3.1 MODELING FIGURE 6-8 PARTIAL FRAME ELEVATION |
| 220 | 3.2 LOADING TABLE 6-1 ROTATIONAL STIFFNESS AT 500 KIP-INCHES |
| 221 | FIGURE 6-9 GRADE BEAM MOMENT AND SHEAR DIAGRAMS FOR DESIGN 3.3 PILE DESIGN |
| 222 | FIGURE 6-10 PILE AXIAL-MOMENT INTERACTION DIAGRAM FOR PILES FROM DESIGN EXAMPLE 5 WITH UPDATED AXIAL LOADS |
| 223 | FIGURE 6-11 PILE AXIAL-MOMENT INTERACTION DIAGRAM FOR PILES WITH HEAVIER REINFORCING 3.4 GRADE BEAM DESIGN |
| 224 | FIGURE 6-12 GRADE BEAM SECTION |
| 225 | 4. CASE III: MOMENTS RESISTED BY PILE AXIAL LOADS FIGURE 6-13 PARTIAL FRAME ELEVATION TABLE 6-2 INDIVIDUAL PILE LOADS |
| 226 | FIGURE 6-14 SEISMIC REACTIONS |
| 228 | FIGURE 6-15 TRANSVERSE SECTION OF CAP |
| 230 | DESIGN EXAMPLE 7 DESIGN OF CONCRETE DIAPHRAGM AND COLLECTOR |
| 231 | 1. BULDING GEOMETRY AND LOADS 1.1 GIVEN INFORMATION FIGURE 7-1 TYPICAL FLOOR FRAMING PLAN |
| 232 | FIGURE 7-2 PENTHOUSE FRAMING PLAN FIGURE 7-3 BUILDING ELEVATION AT GRID LINE A |
| 233 | FIGURE 7-4 BUILDING ELEVATION AT GRID LINE D FIGURE 7-5 BUILDING ELEVATION AT GRID LINE 1 |
| 234 | FIGURE 7-6 BUILDING 3D VIEW |
| 235 | 1.2 ASSEMBLY WEIGHTS |
| 236 | 1.3 FLOOR AND ROOF WEIGHTS 2. DETERMINATION OF DIAPHRAGM DEMANDS 2.1 DESIGN SPECTRAL ACCELERATIONS |
| 237 | EQUATION 11.4-1 EQUATION 11.4-2 EQUATION 11.4-3 EQUATION 11.4-4 2.2 SEISMIC DESIGN CATEGORY 2.3 LOAD COMBINATIONS EQUATION 12.4-1 EQUATION 12.4-2 EQUATION 12.4-3 EQUATION 12.4-4 EQUATION 12.4-5 EQUATION 12.4-6 EQUATION 12.4-7 |
| 238 | 2.4 DESIGN BASE SHEAR EQUATION 12.8-7 EQUATION 12.8-1 EQUATION 12.8-2 |
| 239 | EQUATION 12.8-3 EQUATION 12.8-5 EQUATION 12.8-6 2.5 VERTICAL DISTRIBUTION OF FORCES EQUATION 12.8-11 EQUATION 12.8-12 |
| 240 | TABLE 7-1 DETERMINATION OF Fx 2.6 DIAPHRAGM DESIGN FORCES EQUATION 12.10-1 TABLE 7-2 DETERMINATION OF Fpx |
| 241 | 2.7 DIAPHRAGM DESIGN FORCES ALTERNATIVE METHOD EQUATION 12.10-4 EQUATION 12.10-6 EQUATION 12.10-8 EQUATION 12.10-9 EQUATION 12.10-13 |
| 242 | EQUATION 12.10-5 3. DETERMINATION OF DIAPHRAGM SHEARS AND CHORD FORCES FOR BUILDING WITH LARGE OPENING |
| 243 | FIGURE 7-7 CUMULATIVE STORY SHEAR WALL FORCES BY LEVEL—WALL ON GRD LINE A FIGURE 7-8 CUMULATIVE STORY SHEAR WALL FORCES BY LEVEL—WALL ON GRID LINE D |
| 244 | FIGURE 7-9 PLAN VIEW FO THIRD-FLOOR DIAPHRAGM LOADING 3.1 DETERMINATION OF DIAPHRAGM SHEARS FIGURE 7-10 BEAM MODEL OF DIAPHRAGM IN THE EAST-WEST DIRECTION |
| 245 | FIGURE 7-11 SHEAR DIAGRAM OF THE DIAPHRAGM IN THE EAST-WEST DIRECTION EQUATION 22.5.5.1 |
| 246 | 3.2 DETERMINATION OF CHORD FORCES FIGURE 7-12 MOMENT DIAGRAM OF THE DIAPHRAGM IN THE EAST-WEST DIRECTION |
| 247 | FIGURE 7-13 PLAN VIEW OF THE THIRD-FLOOR DIAPHRAGM LOAD DISTRIBUTION AROUND THE OPENING |
| 248 | FIGURE 7-14 FREE-BODY DIAGRAM OF THIRD-FLOOR DIAPHRAGM SEGMENT ADJACENT TO OPENING |
| 249 | 4. DESIGN OF DIAPHRAGM REINFORCEMENT FOR DIAPHRAGM WITH LARGE OPENINGS |
| 250 | FIGURE 7-15 CHORD REINFORCEMENT DETAIL AT OPENING |
| 251 | FIGURE 7-16 CHORD REINFORCEMENT PLAN FOR SEISMIC FORCE IN EAST-WEST DIRECTION 5. COLLECTOR DESIGN 5.1 COLLECTOR FORCE |
| 252 | FIGURE 7-17 COLLECTOR FORCE DIAGRAM |
| 253 | 5.2 DESIGN LOAD COMBINATION 5.3 COLLECTOR BEAM DESIGN |
| 254 | FIGURE 7-18 COLLECTOR BEAM P-M DIAGRAM |
| 255 | FIGURE 7-19 COLLECTOR BEAM AND DIAPHRAGM CHORD REINFORCEMENT DETAIL |
| 256 | 6. COMPARISON OF DIAPHRAGM FORCE AND CHORD FORCE USING RIGID DIAPHRAGM ASSUMPTION AND HAND CALCULATIONS VS. COMPUTER MODEL ANALYSIS WITH SEMIRIGID DIAPHRAGM ASSUMPTION 6.1 CASE STUDIES FIGURE 7-20 CASE 1: RESULTANT F22 FORCE DIAGRAM ON THE DIAPHRAGM |
| 257 | FIGURE 7-21 CASE 1: SECTION-CUT FORCES ON THE DIAPHRAGM |
| 258 | FIGURE 7-22 BEAM MODEL OF DIAPHRAGM IN THE EAST-WEST DIRECTION |
| 259 | 6.2 CASE STUDY—DIAPHRAGM WITH OPENINGS FIGURE 7-23 CASE 3: F22 FORCE DIAGRAM ON THE DIAPHRAGM |
| 261 | 6.3 CALCULATION OF DIAPHRAGM DEMANDS CONCLUSION |
| 262 | ACKNOWLEDGMENTS |
| 264 | SEAOC WIND DESIGN MANUAL |
| 265 | 2019 EDITION OF THE SEAOC BLUE BOOK: SEISMIC DESIGN RECOMMENDATIONS |
| 266 | TOP TOOLS FOR STRUCTURAL DESIGN |
| 267 | ICC’S DIGITAL CODES LIBRARY |
