{"id":211969,"date":"2024-10-19T13:42:56","date_gmt":"2024-10-19T13:42:56","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-ibc-seaoc-ssdm-v3-2018\/"},"modified":"2024-10-25T06:31:43","modified_gmt":"2024-10-25T06:31:43","slug":"icc-ibc-seaoc-ssdm-v3-2018","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-ibc-seaoc-ssdm-v3-2018\/","title":{"rendered":"ICC IBC SEAOC SSDM V3 2018"},"content":{"rendered":"

2018 IBC\u00ae 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\u00ae 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.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2018 IBC\u00ae SEAOC STRUCTURAL\/SEISMIC DESIGN MANUAL VOLUME 3 EXAMPLES FOR CONCRETE BUILDINGS <\/td>\n<\/tr>\n
2<\/td>\n2018 IBC\u00ae SEAOC STRUCTURAL\/SEISMIC DESIGN MANUAL VOLUME 3 EXAMPLES FOR CONCRETE BUILDINGS TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT
PUBLISHER
EDITOR
DISCLAIMER <\/td>\n<\/tr>\n
4<\/td>\nSUGGESTIONS FOR IMPROVEMENT
ERRATA NOTIFICATION <\/td>\n<\/tr>\n
6<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
8<\/td>\nPREFACE TO THE 2018 IBC SEAOC STRUCTURAL\/SEISMIC DESIGN MANUAL <\/td>\n<\/tr>\n
10<\/td>\nPREFACE TO VOLUME 3 <\/td>\n<\/tr>\n
12<\/td>\nACKNOWLEDGEMENTS <\/td>\n<\/tr>\n
14<\/td>\nREFERENCES <\/td>\n<\/tr>\n
18<\/td>\nHOW TO USE THIS DOCUMENT <\/td>\n<\/tr>\n
20<\/td>\nDESIGN EXAMPLE 1 REINFORCED CONCRETE WALL <\/td>\n<\/tr>\n
21<\/td>\n1. BUILDING GEOMETRY AND LOADS
1.1 GIVEN INFORMATION <\/td>\n<\/tr>\n
22<\/td>\nFIGURE 1-1 FLOOR PLAN
1.2 DESIGN LOADS AND LATERAL FORCES <\/td>\n<\/tr>\n
23<\/td>\nFIGURE 1-2 WALL ELEVATION, SHEAR, AND MOMENT DIAGRAM
TABLE 1-1 DESIGN LOADS AND LATERAL FORCES <\/td>\n<\/tr>\n
24<\/td>\n2. 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 <\/td>\n<\/tr>\n
25<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
26<\/td>\n3.2 MINIMUM THICKNESS TO PREVENT WALL BUCKLING
3.3 LAYOUT OF VERTICAL REINFORCEMENT
FIGURE 1-3 LAYOUT OF VERTICAL REINFORCEMENT AT WALL BASE <\/td>\n<\/tr>\n
27<\/td>\n4. 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 <\/td>\n<\/tr>\n
28<\/td>\n4.3 STRENGTH REDUCTION FACTOR
4.4 HAND CALCULATION <\/td>\n<\/tr>\n
29<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
30<\/td>\n4.5 SPREADSHEET CALCULATION <\/td>\n<\/tr>\n
31<\/td>\nFIGURE 1-6 GENERAL SPREADSHEET TO CALCULATE FLEXURAL STRENGTH <\/td>\n<\/tr>\n
32<\/td>\n4.6 SOFTWARE CALCULATION
FIGURE 1-7 ANALYSIS OF WALL SECTION BY SP COLUMN <\/td>\n<\/tr>\n
33<\/td>\n5. FLEXURAL STRENGTH AND LAP SPLICES OVER HEIGHT OF WALL
5.1 BAR CUT-OFFS
FIGURE 1-8 WALL ELEVATION <\/td>\n<\/tr>\n
34<\/td>\nTABLE 1-4 BOUNDARY AND VERTICAL WEB REINFORCEMENT <\/td>\n<\/tr>\n
35<\/td>\nFIGURE 1-9 CALCULATION OF REQUIRED FLEXURAL STRENGTH AT BAR CUT-OFF LOCATIONS
5.2 LAP SPLICE LENGTH <\/td>\n<\/tr>\n
36<\/td>\nEQUATION 25.4.2.3A <\/td>\n<\/tr>\n
37<\/td>\nFIGURE 1-10 DETERMINATION OF Atrln FOR CALCULATION OF LAP-SPLICE LENGTH
5.3 SPLICES IN PLASTIC-HINGE REGIONS <\/td>\n<\/tr>\n
39<\/td>\n6. SHEAR STRENGTH OF WALL
6.1 ACI 318 REQUIREMENTS
EQUATION 18.10.4.1 <\/td>\n<\/tr>\n
40<\/td>\nTABLE 1-5 HORIZONTAL REINFORCEMENT FOR ACI 318 SHEAR STRENGTH REQUIREMENTS
6.2 SEAOC BLUE BOOK RECOMMENDATIONS <\/td>\n<\/tr>\n
41<\/td>\nTABLE 1-6 FLEXURAL STRENGTH COMPARISON
FIGURE 1-11 RELATIONSHIP OF SHEAR AMPLIFICATION FACTOR TO NUMBER OF STORIES <\/td>\n<\/tr>\n
42<\/td>\nTABLE 1-7 HORIZONTAL REINFORCEMENT BASED ON BLUE BOOK SHEAR DESIGN RECOMMENDATIONS <\/td>\n<\/tr>\n
43<\/td>\n6.3 COMPARISON OF DESIGNS PER ACI AND SEAOC
7. SHEAR FRICTION (SLIDING SHEAR) STRENGTH OF WALL
EQUATION 22.9.4.2 <\/td>\n<\/tr>\n
44<\/td>\n8. 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 <\/td>\n<\/tr>\n
45<\/td>\nFIGURE 1-12 BOUNDARY REINFORCEMENT AT WALL BASE <\/td>\n<\/tr>\n
46<\/td>\nDESIGN EXAMPLE 2 REINFORCED CONCRETE WALL WITH COUPLING BEAMS <\/td>\n<\/tr>\n
47<\/td>\n1. BUILDING GEOMETRY AND LOADS
1.1 GIVEN INFORMATION <\/td>\n<\/tr>\n
48<\/td>\n1.2 DESIGN LOADS AND LATERAL FORCES <\/td>\n<\/tr>\n
49<\/td>\nFIGURE 2-1 WALL ELEVATION, PLAN SECTION, AND DESIGN FORCES <\/td>\n<\/tr>\n
50<\/td>\nFIGURE 2-2 RESULTS OF ETABS COMPUTER ANALYSIS (KIPS, INCHES) <\/td>\n<\/tr>\n
51<\/td>\n2. LOAD COMBINATIONS FOR DESIGN
3. PRELIMINARY SIZING OF WALL
4. COUPLING BEAM STRENGTH AND DIAGONAL REINFORCEMENT
4.1 REQUIREMENT FOR DIAGONAL REINFORCEMENT <\/td>\n<\/tr>\n
52<\/td>\nTABLE 2-1 COUPLING BEAM FORCES AND DIAGONAL REINFORCEMENT
4.2 DESIGN OF DIAGONAL REINFORCEMENT
EQUATION 18.10.7.4 <\/td>\n<\/tr>\n
53<\/td>\nFIGURE 2-3 GEOMETRY OF COUPLING-BEAM DIAGONAL BARS <\/td>\n<\/tr>\n
54<\/td>\nFIGURE 2-4 DIAGONAL BARS PROVIDED IN COUPLING BEAMS
5. FLEXURAL REINFORCEMENT OF WALL PIERS
5.1 CRITICAL MOMENTS AND AXIAL FORCES <\/td>\n<\/tr>\n
55<\/td>\nTABLE 2-2 DEAD LOAD FROM WALL SELF-WEIGHT
TABLE 2-3 CALCULATION OF FACTORED AXIAL FORCES AND MOMENTS ON CRITICAL WALL PIERS <\/td>\n<\/tr>\n
56<\/td>\n5.2 DESIGN OF VERTICAL REINFORCEMENT
TABLE 2-4 CALCULATION OF \u03c6 VALUE FOR SELECTED LOAD CASES
FIGURE 2-5 SECTION THROUGH WALL PIER IN VICINITY OF LINE C <\/td>\n<\/tr>\n
57<\/td>\nFIGURE 2-6 spCOLUMN RESULTS FOR DESIGN OF VERTICAL REINFORCEMENT <\/td>\n<\/tr>\n
58<\/td>\nFIGURE 2-6 (continued) spCOLUMN RESULTS FOR DESIGN OF VERTICAL REINFORCEMENT <\/td>\n<\/tr>\n
59<\/td>\nFIGURE 2-7 ELEVATION SHOWING VERTICAL WALL REINFORCEMENT
5.3 SPLICES OF REINFORCEMENT <\/td>\n<\/tr>\n
60<\/td>\n6. PLASTIC MECHANISM ANALYSIS
6.1 PROBABLE FLEXURAL STRENGTH <\/td>\n<\/tr>\n
61<\/td>\nFIGURE 2-8 spCOLUMN CALCULATION OF PROBABLE FLEXURAL STRENGTH Mpr (fy = 75 ksi, \u03c6 = 1.0) <\/td>\n<\/tr>\n
62<\/td>\nFIGURE 2-8 (continued) spCOLUMN CALCULATION OF PROBABLE FLEXURAL STRENGTH Mpr (fy = 75 ksi, \u03c6 = 1.0) <\/td>\n<\/tr>\n
63<\/td>\nFIGURE 2-8 (continued) spCOLUMN CALCULATION OF PROBABLE FLEXURAL STRENGTH Mpr (fy = 75 ksi, \u03c6 = 1.0)
TABLE 2-5 APPROXIMATE PROBABLE FLEXURAL STRENGTHS OF WALL PIERS FOR PLASTIC ANALYSIS <\/td>\n<\/tr>\n
64<\/td>\n6.2 MECHANISM WITH HINGING AT BASE OF WALL PIERS <\/td>\n<\/tr>\n
65<\/td>\nTABLE 2-6 PLASTIC MECHANISM CALCULATIONS ASSUMING PLASTIC HINGING AT BASE AND IN ALL COUPLING BEAMS <\/td>\n<\/tr>\n
66<\/td>\nFIGURE 2-9 MECHANISM WITH PLASTIC HINGES AT BASE OF WALL
6.3 MECHANISM WITH HINGING AT FOURTH FLOOR <\/td>\n<\/tr>\n
67<\/td>\nTABLE 2-7 PLASTIC MECHANISM CALCULATIONS ASSUMING PLASTIC HINGING AT FOURTH-FLOOR PIERS <\/td>\n<\/tr>\n
68<\/td>\nFIGURE 2-10 MECHANISM WITH PLASTIC HINGES AT FOURTH-FLOOR WALL PIERS <\/td>\n<\/tr>\n
69<\/td>\nTABLE 2-8 PLASTIC MECHANISM CALCULATIONS ASSUMING PLASTIC HINGING AT FOURTH-FLOOR PIERS\u2014REVISED FOR STRONGER PIERS AT FOURTH FLOOR
7. SHEAR REINFORCEMENT OF WALL PIERS
7.1 ACI 318 REQUIREMENTS
EQUATION 18.10.4.1 <\/td>\n<\/tr>\n
70<\/td>\nTABLE 2-9 DESIGN FOR SHEAR BY ACI 318
7.2 SEAOC BLUE BOOK RECOMMENDATIONS <\/td>\n<\/tr>\n
71<\/td>\nEQUATION 18.10.4.1
TABLE 2-10 DESIGN FOR SHEAR BY THE BLUE BOOK RECOMMENDATIONS <\/td>\n<\/tr>\n
72<\/td>\n7.3 COMPARISON OF DESIGNS PER ACI AND SEAOC
8. DETAILING OF WALL-PIER BOUNDARY ELEMENTS
8.1 REQUIREMENT FOR SPECIAL BOUNDARY ELEMENTS: STRESS-BASED APPROACH <\/td>\n<\/tr>\n
73<\/td>\nTABLE 2-11 STRESS ANALYSIS FOR SPECIAL BOUNDARY ELEMENT REQUIREMENT BY ACI 318 <\/td>\n<\/tr>\n
74<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
75<\/td>\n8.2 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 <\/td>\n<\/tr>\n
76<\/td>\nFIGURE 2-12 REQUIRED LOCATIONS OF SPECIAL BOUNDARY ELEMENTS ACCORDING TO ACI 318 SECTION 18.10.6 <\/td>\n<\/tr>\n
77<\/td>\n8.3 DETAILING OF SPECIAL BOUNDARY ELEMENTS
TABLE 2-13 REQUIRED WIDTH AND VERTICAL EXTENT OF SPECIAL BOUNDARY ELEMENTS <\/td>\n<\/tr>\n
78<\/td>\nFIGURE 2-13 BOUNDARY TIES REQUIRED BY THE ACI 318 PROCEDURE <\/td>\n<\/tr>\n
79<\/td>\nTABLE 2-14 REQUIRED BOUNDARY ZONE TIES BY ACI 318 PROCEDURE <\/td>\n<\/tr>\n
80<\/td>\n8.4 DETAILING WHERE SPECIAL BOUNDARY ELEMENTS ARE NOT REQUIRED <\/td>\n<\/tr>\n
81<\/td>\n9. 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 <\/td>\n<\/tr>\n
82<\/td>\nFIGURE 2-14 SECTION THROUGH COUPLING BEAM SHOWING LAYERING OF REINFORCEMENT <\/td>\n<\/tr>\n
83<\/td>\nEQUATION 18.7.5.3 <\/td>\n<\/tr>\n
84<\/td>\nFIGURE 2-15 ELEVATION SHOWING DETAILING OF A COUPLING BEAM <\/td>\n<\/tr>\n
85<\/td>\n9.4 OPTION 2: TIES AROUND ENTIRE BEAM <\/td>\n<\/tr>\n
87<\/td>\nFIGURE 2-16 SECTION THROUGH COUPLING BEAM SHOWING LAYERING OF REINFORCEMENT <\/td>\n<\/tr>\n
88<\/td>\nFIGURE 2-17 ELEVATION SHOWING DETAILING OF A COUPLING BEAM <\/td>\n<\/tr>\n
90<\/td>\nDESIGN EXAMPLE 3 REINFORCED CONCRETE SPECIAL MOMENT FRAME <\/td>\n<\/tr>\n
91<\/td>\nFIGURE 3-1 TYPICAL FLOOR PLAN
FIGURE 3-2 TYPICAL FRAME ELEVATION, LINE A <\/td>\n<\/tr>\n
94<\/td>\n1. 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 <\/td>\n<\/tr>\n
95<\/td>\nEQUATION 12.8-3
EQUATOIN 12.8-4
EQUATION 12.8-5
EQUATION 12.8-6
FIGURE 3-3 TYPICAL RESPONSE SPECTRUM <\/td>\n<\/tr>\n
96<\/td>\n3. 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 <\/td>\n<\/tr>\n
97<\/td>\n5.2 BASE SHEAR AND VERTICAL DISTRIBUTION OF SHEAR
EQUATION 12.8-11
EQUATOIN 12.8-12
TABLE 3-2 VERTICAL DISTRIBUTION OF SHEAR <\/td>\n<\/tr>\n
98<\/td>\n6. FRAME NODAL AND MEMBER FORCES
TABLE 3-3 BEAM GRAVITY LOADS FOR ANALYSIS <\/td>\n<\/tr>\n
99<\/td>\nTABLE 3-4 COLUMN NODAL FORCES FOR ANALYSIS
FIGURE 3-4 COMPUTER MODEL OF THE FRAME ON LINE A <\/td>\n<\/tr>\n
100<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
101<\/td>\n8. BEAM DESIGN
8.1 LOAD COMBINATIONS <\/td>\n<\/tr>\n
102<\/td>\n8.2 DESIGN REQUIREMENTS FOR FRAME BEAMS <\/td>\n<\/tr>\n
103<\/td>\nFIGURE 3-6 MOMENT AND SHEAR DIAGRAMS FOR BEAMS <\/td>\n<\/tr>\n
105<\/td>\n8.3 BEAM SKIN REINFORCEMENT
8.4 BEAM SHEAR DESIGN <\/td>\n<\/tr>\n
106<\/td>\n8.5 DESIGN OF ALL FRAME BEAMS <\/td>\n<\/tr>\n
107<\/td>\nTABLE 3-6 BEAM MEMBER LONGITUDINAL REINFORCEMENT DESIGN <\/td>\n<\/tr>\n
108<\/td>\nTABLE 3-6 BEAM MEMBER LONGITUDINAL REINFORCEMENT DESIGN (continued) <\/td>\n<\/tr>\n
109<\/td>\nTABLE 3-6 BEAM MEMBER LONGITUDINAL REINFORCEMENT DESIGN (continued)
TABLE 3-7 BEAM MEMBER SHEAR REINFORCEMENT DESIGN <\/td>\n<\/tr>\n
110<\/td>\nTABLE 3-7 BEAM MEMBER SHEAR REINFORCEMENT DESIGN (continued) <\/td>\n<\/tr>\n
111<\/td>\nTABLE 3-7 BEAM MEMBER SHEAR REINFORCEMENT DESIGN (continued) <\/td>\n<\/tr>\n
112<\/td>\nTABLE 3-8 FINAL BEAM DESIGNS
FIGURE 3-7 REPRESENTS A BEAM AT LEVEL 2 SHOWING DIMENSIONS AND REINFORCEMENT <\/td>\n<\/tr>\n
113<\/td>\n9. COLUMN DESIGN
9.1 STRONG COLUMN CALCULATION <\/td>\n<\/tr>\n
114<\/td>\n9.2 FORCES ON COLUMNS DUE TO FACTORED LOAD COMBINATIONS
9.3 DESIGN OF COLUMN FOR BENDING STRENGTH
EQUATION 22.4.2.2 <\/td>\n<\/tr>\n
115<\/td>\nTABLE 3-9 COLUMN LOADS FOR LOAD COMBINATION 6 <\/td>\n<\/tr>\n
116<\/td>\nTABLE 3-10 COLUMN LOADS FOR LOAD COMBINATION 7 <\/td>\n<\/tr>\n
117<\/td>\nTABLE 3-11 CRITICAL COLUMN LOADS FOR FRAME A
FIGURE 3-8 COLUMN P-M DIAGRAM FOR 30-INCH X 36-INCH INTERIOR COLUMN <\/td>\n<\/tr>\n
118<\/td>\nFIGURE 3-9 COLUMN P-M DIAGRAM FOR 30-INCH-SQUARE CORNER COLUMN <\/td>\n<\/tr>\n
119<\/td>\nTABLE 3-12 COLUMN AXIAL AND FLEXURAL DESIGN STRENGTHS
9.4 DESIGN OF COLUMNS FOR SHEAR STRENGTH <\/td>\n<\/tr>\n
121<\/td>\nTABLE 3-13 CALCULATION OF COLUMN SHEAR FORCES, Ve <\/td>\n<\/tr>\n
122<\/td>\nTABLE 3-14 SPECIAL TRANSVERSE REINFORCEMENT IN COLUMNS
TABLE 3-15 SHEAR STRENGTH <\/td>\n<\/tr>\n
123<\/td>\nTABLE 3-16 FINAL COLUMN DESIGN AT FIRST LEVEL
FIGURE 3-10 30X36 COLUMN <\/td>\n<\/tr>\n
124<\/td>\nFIGURE 3-11 30X30 COLUMN
10. JOINT SHEAR ANALYSIS
TABLE 3-17 JOINT SHEAR ANALYSIS <\/td>\n<\/tr>\n
125<\/td>\n11. DEATILING OF BEAMS AND COLUMNS
11.1 BEAM REINFORCEMENT
FIGURE 3-12 BEAM-COLUMN JOINT <\/td>\n<\/tr>\n
126<\/td>\nFIGURE 3-13 BEAM REINFORCEMENT LAP SPLICE
FIGURE 3-14 BEAM-COLUMN JOIN REINFORCEMENT AT EXTERIOR SPAN
11.2 COLUMN REINFORCEMENT <\/td>\n<\/tr>\n
127<\/td>\nFIGURE 3-15 BEAM REINFORCEMENT AT INTERIOR SPANS
FIGURE 3-16 BEAM-COLUMN CORNER JOINT AT ROOF <\/td>\n<\/tr>\n
128<\/td>\n12. FOUNDATION CONSIDERATIONS
COMMENTARY <\/td>\n<\/tr>\n
130<\/td>\nDESIGN EXAMPLE 4 REINFORCED CONCRETE PARKING GARAGE <\/td>\n<\/tr>\n
131<\/td>\nFIGURE 4-1 3D MODEL OF EXAMPLE STRUCTURE <\/td>\n<\/tr>\n
132<\/td>\n1. BUILDING GEOMETRY AND LOADS
1.1 GIVEN INFORMATION <\/td>\n<\/tr>\n
133<\/td>\nTABLE 4-1 SLAB-TO-SLAB COLUMN SPANS ON GRID LINE B (INCHES) <\/td>\n<\/tr>\n
134<\/td>\nFIGURE 4-2 LEVEL 3.0-3.5 PLAN
FIGURE 4-3 BASE PLAN <\/td>\n<\/tr>\n
135<\/td>\nFIGURE 4-4 SECTION AT GRID LINE B
1.2 MATERIAL WEIGHTS
1.3 LIVE LOADS <\/td>\n<\/tr>\n
136<\/td>\n1.4 SEISMIC MASS
TABLE 4-2 SUMMATION OF SEISMIC MASS
2. LOAD COMBINATIONS FOR DESIGN <\/td>\n<\/tr>\n
137<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
138<\/td>\n3.5 ADDITIONAL REQUIREMENTS
3.6 DIAPHRAGM CLASSIFICATION
3.7 REDUNDANCY
3.8 ANALYSIS PROCEDURE <\/td>\n<\/tr>\n
139<\/td>\n3.9 STRUCTURAL MODELING
TABLE 4-3 ETABS SECTION PROPERTY MODIFIERS
3.10 PERIOD DETERMINATION
EQUATION 12.8-7 <\/td>\n<\/tr>\n
140<\/td>\n3.11 SEISMIC RESPONSE COEFFICIENT
EQUATION 12.8-2
EQUATION 12.8-3
EQUATION 12.8-5
EQUATION 12.8-6 <\/td>\n<\/tr>\n
141<\/td>\n3.12 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 <\/td>\n<\/tr>\n
142<\/td>\n4. SLAB, BEAM, AND COLUMN DESIGN
FIGURE 4-5 MEMBERS SELECTED FOR GRAVITY DESIGN <\/td>\n<\/tr>\n
143<\/td>\n4.1 POST-TENSIONED SLAB
FIGURE 4-6 P\/T SLAB REINFORCEMENT <\/td>\n<\/tr>\n
144<\/td>\n4.2 POST-TENSIONED BEAMS
TABLE 4-5 BEAM FORCES (UNITS OF kips AND kip-ft) <\/td>\n<\/tr>\n
146<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
147<\/td>\n4.3 COLUMNS
TABLE 4-6 COLUMN FORCES (UNITS OF kips AND kip-ft) <\/td>\n<\/tr>\n
148<\/td>\nTABLE 4-6 COLUMN FORCES (UNITS OF kips AND kip-ft) (continued) <\/td>\n<\/tr>\n
149<\/td>\nFIGURE 4-9 COLUMN INTERACTION DIAGRAMS <\/td>\n<\/tr>\n
150<\/td>\nTABLE 4-7 PROBABLE MOMENT CAPACITY FOR COLUMNS ON GRID LINES 2 AND 5
FIGURE 4-10 COLUMN REINFORCEMENT
5. WALL AND RAMP FORCES <\/td>\n<\/tr>\n
151<\/td>\nTABLE 4-8 MAXIMUM SEISMIC SHEAR FORCES IN WALL ELEMENTS (kips)
TABLE 4-9 MAXIMUM SEISMIC AXIAL AND SHEAR FORCES IN RAMP ELEMENTS (kips) <\/td>\n<\/tr>\n
152<\/td>\n6. PROVISIONS FOR SECONDARY FRAME MEMBERS <\/td>\n<\/tr>\n
153<\/td>\nTABLE 4-10 PROVISIONS FOR SECONDARY FRAME MEMBERS PER SECTION 18.14 <\/td>\n<\/tr>\n
154<\/td>\nFIGURE 4-11 SECTION 18.14 DESIGN PROCEDURE
6.1 DESIGN AND DETAILING OF SECONDARY BEAMS <\/td>\n<\/tr>\n
156<\/td>\nEQUATION 11.5.4.8 <\/td>\n<\/tr>\n
158<\/td>\n6.2 DESIGN AND DETAILING OF SECONDARY COLUMNS
TABLE 4-11 DESIGN STEP 3: COLUMN AXIAL STRESS FOR LOAD COMBINATIONS 6 AND 7 <\/td>\n<\/tr>\n
159<\/td>\nTABLE 4-12 MAXIMUM COLUMN FORCES AT DESIGN DISPLACEMENT (UNITS OF kips AND k-ft) <\/td>\n<\/tr>\n
160<\/td>\nFIGURE 4-12 COLUMN INTERACTION DIAGRAMS WITH SEISMIC FORCES DETERMINED AT DESIGN DISPLACEMENT <\/td>\n<\/tr>\n
163<\/td>\nTABLE 4-13 COLUMN DETAILING AND SHEAR STRENGTH REQUIREMENTS <\/td>\n<\/tr>\n
164<\/td>\nTABLE 4-14 COLUMN LONGITUDINAL REINFORCEMENT PER ACI 318 SECTION 18.7.4.1 <\/td>\n<\/tr>\n
168<\/td>\nTABLE 4-15 COLUMN SEISMIC DESIGN SHEAR Ve\u2014NORTH-SOUTH DIRECTION
TABLE 4-16 COLUMN SEISMIC DESIGN SHEAR Ve\u2014EAST-WEST DIRECTION <\/td>\n<\/tr>\n
169<\/td>\nTABLE 4-17 COLUMN SHEAR REINFORCEMENT DESIGN: LEVEL 1.5
FIGURE 4-13 FREE-BODY DIAGRAM AT BEAM-COLUMN JOINTS <\/td>\n<\/tr>\n
170<\/td>\nFIGURE 4-14 BEAM-COLUMN JOINTS AT LEVEL 1.5
FIGURE 4-15 SLAB-COLUMN JOINTS AT LEVEL 1.5 <\/td>\n<\/tr>\n
171<\/td>\nFIGURE 4-16 FEM MODEL FOR FULL-HEIGHT COLUMN METHOD <\/td>\n<\/tr>\n
172<\/td>\nTABLE 4-18 COLUMN DESIGN SHEAR: FULL-HEIGHT COLUMN METHOD
TABLE 4-19 COLUMN DESIGN SHEAR: SIMPLIFIED PUSHOVER METHOD <\/td>\n<\/tr>\n
174<\/td>\nEQUATION 18.7.5.3 <\/td>\n<\/tr>\n
175<\/td>\nTABLE 4-20 DESIGN REFERENCE FOR COLUMN SHEAR REINFORCEMENT <\/td>\n<\/tr>\n
176<\/td>\nFIGURE 4-17 BEAM AND COLUMN SHEAR REINFORCEMENT
7. DIAPHRAGM ANALYSIS
EQUATION 12.10-1
EQUATION 12.10-2
EQUATION 12.10-2 <\/td>\n<\/tr>\n
177<\/td>\nTABLE 4-21 DIAPHRAGM INERTIAL FORCES <\/td>\n<\/tr>\n
178<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
179<\/td>\nEQUATION 18.12.9.1
8.2 CHORD AND COLLECTOR REINFORCEMENT <\/td>\n<\/tr>\n
180<\/td>\n8.3 DIAPHRAGM CHORD DESIGN <\/td>\n<\/tr>\n
181<\/td>\n9. COLLECTOR DESIGN
9.1 DIAPHRAGM STRENGTHENING AT GRID LINE 9 <\/td>\n<\/tr>\n
182<\/td>\nFIGURE 4-18 SLAB STRESS CONTOURS AT LEVEL 2.0
9.2 SHEAR TRANSFER DESIGN AT GRID LINE 9
EQUATION 22.9.4.2 <\/td>\n<\/tr>\n
183<\/td>\nEQUATION 25.4.2.3 (A) <\/td>\n<\/tr>\n
184<\/td>\nFIGURE 4-19 PARTIAL PLAN AT LINE 9 <\/td>\n<\/tr>\n
185<\/td>\n9.3 SLAB COLLECTOR DESIGN AT GRID LINE A <\/td>\n<\/tr>\n
187<\/td>\nFIGURE 4-20 COLLECTOR DIAGRAM LINE A <\/td>\n<\/tr>\n
188<\/td>\nFIGURE 4-21 FREE-BODY DIAGRAM, LINE A
9.4 SHEAR TRANSFER DESIGN AT GRID LINE A <\/td>\n<\/tr>\n
189<\/td>\nFIGURE 4-22 PARTIAL PLAN, LINE A
FIGURE 4-23 SHAR TRANSFER AT SLAB-WALL INTERFACES <\/td>\n<\/tr>\n
190<\/td>\nSUMMARY <\/td>\n<\/tr>\n
192<\/td>\nDESIGN EXAMPLE 5 PILE FOUNDATION
1. BUILDING GEOMETRY AND LOADS
1.1 GIVEN INFORMATION <\/td>\n<\/tr>\n
193<\/td>\nFIGURE 5-1 FOUNDATION PLAN
1.2 DESIGN VERTICAL LOADS <\/td>\n<\/tr>\n
194<\/td>\nTABLE 5-1 LOADING AT VARIOUS SUPPORT CONDITIONS
1.3 GEOTECHNICAL RECOMMENDATIONS
FIGURE 5-2 GEOTECHNICAL PILE CAPACITY VS. DEPTH, FROM GEOTECHNICAL REPORT <\/td>\n<\/tr>\n
195<\/td>\n2. 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\u2014GEOTECHNICAL DESIGN <\/td>\n<\/tr>\n
196<\/td>\nTABLE 5-2 LOAD COMBINATIONS FOR GEOTECHNICAL DESIGN <\/td>\n<\/tr>\n
197<\/td>\nFIGURE 5-3 GEOTECHNICAL PIL CAPACITY VS. DEPTH, WITH SELECTED DEPTH AND CAPACITY
TABLE 5-3 NUMBER OF PILES REQUIRED FOR EACH CONDITION <\/td>\n<\/tr>\n
198<\/td>\n4. PRELIMINARY PILE VERTICAL REINFORCEMENT
4.1 MINIMUM REINFORCEMENT
4.2 LIMITING LOADS
5. BUILDING BASE SHEAR RESISTANCE
5.1 DISTRIBUTION THROUGH GROUND LEVEL SLAB <\/td>\n<\/tr>\n
199<\/td>\n5.2 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 <\/td>\n<\/tr>\n
200<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
201<\/td>\n6.3 RESISTANCE OF TOTAL BASE SHEAR
TABLE 5-7 LATERAL RESISTANCE DUE TO PASSIVE PRESSURE AND PILE BENDING <\/td>\n<\/tr>\n
202<\/td>\n7. 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 <\/td>\n<\/tr>\n
203<\/td>\n8. 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 <\/td>\n<\/tr>\n
204<\/td>\nFIGURE 5-5 MOMENT VS DEPTH FROM LPILE, WITH CRACKING MOMENT SHOWN <\/td>\n<\/tr>\n
205<\/td>\n8.3 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 <\/td>\n<\/tr>\n
206<\/td>\n9.2 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 <\/td>\n<\/tr>\n
207<\/td>\nFIGURE 5-8 PILE DETAIL SHOWING DIMENSIONS AND REINFORCING <\/td>\n<\/tr>\n
208<\/td>\n10. REFERENCES <\/td>\n<\/tr>\n
210<\/td>\nDESIGN EXAMPLE 6 PILE FOUNDATION FOR SMRF
1. GIVEN INFORMATION
1.1 PROJECT SEISMIC DATA <\/td>\n<\/tr>\n
211<\/td>\n1.2 FRAME LOADING AND GEOMETRY
FIGURE 6-1 FRAME ELEVATION <\/td>\n<\/tr>\n
212<\/td>\nFIGURE 6-2 LOWEST LEVEL FRAME COLUMN DETAIL
2. CASE I: MOMENTS RESISTED BY CONTINUOUS STIFF GRADE BEAM
2.1 MODELING
2.2 LOADING <\/td>\n<\/tr>\n
213<\/td>\nFIGURE 6-3 PROBABLE STRENGTH COLUMN INTERACTION DIAGRAM <\/td>\n<\/tr>\n
214<\/td>\nFIGURE 6-4 GRADE BEAM MOMENT AND SHEAR DIAGRAMS FOR DESIGN <\/td>\n<\/tr>\n
215<\/td>\n2.3 PILE DESIGN
2.4 LONGITUDINAL GRADE BEAM DESIGN
FIGURE 6-5 GRADE BEAM SECTION <\/td>\n<\/tr>\n
216<\/td>\nEQUATION 22.5.5.1
2.5 TRANSVERSE GRADE BEAM DESIGN <\/td>\n<\/tr>\n
217<\/td>\nFIGURE 6-6 GRADE BEAM TRANSVERSE SECTION SHOWING STRUT-AND-TIE GEOMETRY <\/td>\n<\/tr>\n
219<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
220<\/td>\n3.2 LOADING
TABLE 6-1 ROTATIONAL STIFFNESS AT 500 KIP-INCHES <\/td>\n<\/tr>\n
221<\/td>\nFIGURE 6-9 GRADE BEAM MOMENT AND SHEAR DIAGRAMS FOR DESIGN
3.3 PILE DESIGN <\/td>\n<\/tr>\n
222<\/td>\nFIGURE 6-10 PILE AXIAL-MOMENT INTERACTION DIAGRAM FOR PILES FROM DESIGN EXAMPLE 5 WITH UPDATED AXIAL LOADS <\/td>\n<\/tr>\n
223<\/td>\nFIGURE 6-11 PILE AXIAL-MOMENT INTERACTION DIAGRAM FOR PILES WITH HEAVIER REINFORCING
3.4 GRADE BEAM DESIGN <\/td>\n<\/tr>\n
224<\/td>\nFIGURE 6-12 GRADE BEAM SECTION <\/td>\n<\/tr>\n
225<\/td>\n4. CASE III: MOMENTS RESISTED BY PILE AXIAL LOADS
FIGURE 6-13 PARTIAL FRAME ELEVATION
TABLE 6-2 INDIVIDUAL PILE LOADS <\/td>\n<\/tr>\n
226<\/td>\nFIGURE 6-14 SEISMIC REACTIONS <\/td>\n<\/tr>\n
228<\/td>\nFIGURE 6-15 TRANSVERSE SECTION OF CAP <\/td>\n<\/tr>\n
230<\/td>\nDESIGN EXAMPLE 7 DESIGN OF CONCRETE DIAPHRAGM AND COLLECTOR <\/td>\n<\/tr>\n
231<\/td>\n1. BULDING GEOMETRY AND LOADS
1.1 GIVEN INFORMATION
FIGURE 7-1 TYPICAL FLOOR FRAMING PLAN <\/td>\n<\/tr>\n
232<\/td>\nFIGURE 7-2 PENTHOUSE FRAMING PLAN
FIGURE 7-3 BUILDING ELEVATION AT GRID LINE A <\/td>\n<\/tr>\n
233<\/td>\nFIGURE 7-4 BUILDING ELEVATION AT GRID LINE D
FIGURE 7-5 BUILDING ELEVATION AT GRID LINE 1 <\/td>\n<\/tr>\n
234<\/td>\nFIGURE 7-6 BUILDING 3D VIEW <\/td>\n<\/tr>\n
235<\/td>\n1.2 ASSEMBLY WEIGHTS <\/td>\n<\/tr>\n
236<\/td>\n1.3 FLOOR AND ROOF WEIGHTS
2. DETERMINATION OF DIAPHRAGM DEMANDS
2.1 DESIGN SPECTRAL ACCELERATIONS <\/td>\n<\/tr>\n
237<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
238<\/td>\n2.4 DESIGN BASE SHEAR
EQUATION 12.8-7
EQUATION 12.8-1
EQUATION 12.8-2 <\/td>\n<\/tr>\n
239<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
240<\/td>\nTABLE 7-1 DETERMINATION OF Fx
2.6 DIAPHRAGM DESIGN FORCES
EQUATION 12.10-1
TABLE 7-2 DETERMINATION OF Fpx <\/td>\n<\/tr>\n
241<\/td>\n2.7 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 <\/td>\n<\/tr>\n
242<\/td>\nEQUATION 12.10-5
3. DETERMINATION OF DIAPHRAGM SHEARS AND CHORD FORCES FOR BUILDING WITH LARGE OPENING <\/td>\n<\/tr>\n
243<\/td>\nFIGURE 7-7 CUMULATIVE STORY SHEAR WALL FORCES BY LEVEL\u2014WALL ON GRD LINE A
FIGURE 7-8 CUMULATIVE STORY SHEAR WALL FORCES BY LEVEL\u2014WALL ON GRID LINE D <\/td>\n<\/tr>\n
244<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
245<\/td>\nFIGURE 7-11 SHEAR DIAGRAM OF THE DIAPHRAGM IN THE EAST-WEST DIRECTION
EQUATION 22.5.5.1 <\/td>\n<\/tr>\n
246<\/td>\n3.2 DETERMINATION OF CHORD FORCES
FIGURE 7-12 MOMENT DIAGRAM OF THE DIAPHRAGM IN THE EAST-WEST DIRECTION <\/td>\n<\/tr>\n
247<\/td>\nFIGURE 7-13 PLAN VIEW OF THE THIRD-FLOOR DIAPHRAGM LOAD DISTRIBUTION AROUND THE OPENING <\/td>\n<\/tr>\n
248<\/td>\nFIGURE 7-14 FREE-BODY DIAGRAM OF THIRD-FLOOR DIAPHRAGM SEGMENT ADJACENT TO OPENING <\/td>\n<\/tr>\n
249<\/td>\n4. DESIGN OF DIAPHRAGM REINFORCEMENT FOR DIAPHRAGM WITH LARGE OPENINGS <\/td>\n<\/tr>\n
250<\/td>\nFIGURE 7-15 CHORD REINFORCEMENT DETAIL AT OPENING <\/td>\n<\/tr>\n
251<\/td>\nFIGURE 7-16 CHORD REINFORCEMENT PLAN FOR SEISMIC FORCE IN EAST-WEST DIRECTION
5. COLLECTOR DESIGN
5.1 COLLECTOR FORCE <\/td>\n<\/tr>\n
252<\/td>\nFIGURE 7-17 COLLECTOR FORCE DIAGRAM <\/td>\n<\/tr>\n
253<\/td>\n5.2 DESIGN LOAD COMBINATION
5.3 COLLECTOR BEAM DESIGN <\/td>\n<\/tr>\n
254<\/td>\nFIGURE 7-18 COLLECTOR BEAM P-M DIAGRAM <\/td>\n<\/tr>\n
255<\/td>\nFIGURE 7-19 COLLECTOR BEAM AND DIAPHRAGM CHORD REINFORCEMENT DETAIL <\/td>\n<\/tr>\n
256<\/td>\n6. 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 <\/td>\n<\/tr>\n
257<\/td>\nFIGURE 7-21 CASE 1: SECTION-CUT FORCES ON THE DIAPHRAGM <\/td>\n<\/tr>\n
258<\/td>\nFIGURE 7-22 BEAM MODEL OF DIAPHRAGM IN THE EAST-WEST DIRECTION <\/td>\n<\/tr>\n
259<\/td>\n6.2 CASE STUDY\u2014DIAPHRAGM WITH OPENINGS
FIGURE 7-23 CASE 3: F22 FORCE DIAGRAM ON THE DIAPHRAGM <\/td>\n<\/tr>\n
261<\/td>\n6.3 CALCULATION OF DIAPHRAGM DEMANDS
CONCLUSION <\/td>\n<\/tr>\n
262<\/td>\nACKNOWLEDGMENTS <\/td>\n<\/tr>\n
264<\/td>\nSEAOC WIND DESIGN MANUAL <\/td>\n<\/tr>\n
265<\/td>\n2019 EDITION OF THE SEAOC BLUE BOOK: SEISMIC DESIGN RECOMMENDATIONS <\/td>\n<\/tr>\n
266<\/td>\nTOP TOOLS FOR STRUCTURAL DESIGN <\/td>\n<\/tr>\n
267<\/td>\nICC’S DIGITAL CODES LIBRARY <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

2018 IBC SEAOC Structural\/Seismic Design Manual Volume 3: Examples for Concrete Buildings<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ICC<\/b><\/a><\/td>\n2018<\/td>\n267<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":211972,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-211969","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-icc","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/211969","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/211972"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=211969"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=211969"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=211969"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}