{"id":426719,"date":"2024-10-20T07:03:23","date_gmt":"2024-10-20T07:03:23","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-350-2020-with2022errata\/"},"modified":"2024-10-26T13:20:50","modified_gmt":"2024-10-26T13:20:50","slug":"aci-350-2020-with2022errata","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-350-2020-with2022errata\/","title":{"rendered":"ACI 350 2020 with2022Errata"},"content":{"rendered":"

This Code prescribes procedures for the seismic analysis and design of liquid-containing concrete structures. These procedures address the loading side of seismic design and are intended to complement Section 1.1.9 and Chapter 13 of ACI 350-20. Keywords: circular tanks; concrete tanks; convective component; earthquake resistance; environmental concrete structures; impulsive component; liquid-containing structures; rectangular tanks; seismic resistance; sloshing; storage tanks.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
3<\/td>\nTITLE PAGE <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
5<\/td>\nINTRODUCTION
GENERAL COMMENTARY <\/td>\n<\/tr>\n
16<\/td>\n1.2\u2014Contract documents <\/td>\n<\/tr>\n
18<\/td>\n1.3\u2014Inspection <\/td>\n<\/tr>\n
20<\/td>\n1.4\u2014Approval of special systems of design or construction <\/td>\n<\/tr>\n
21<\/td>\n2.1\u2014Code notation <\/td>\n<\/tr>\n
40<\/td>\n2.2\u2014Definitions <\/td>\n<\/tr>\n
51<\/td>\nChapter 3\u2014materials
3.1\u2014Tests of materials
3.2\u2014Cementitious materials <\/td>\n<\/tr>\n
67<\/td>\n_Hlk40101948
_Hlk40102981
_Hlk40102594 <\/td>\n<\/tr>\n
68<\/td>\n_Hlk40102449
_Hlk40102827
_Hlk40102743 <\/td>\n<\/tr>\n
69<\/td>\n_Hlk40100663
_Hlk40104596 <\/td>\n<\/tr>\n
70<\/td>\n_Hlk40101714
_Hlk40104039 <\/td>\n<\/tr>\n
83<\/td>\n_Hlk40248036 <\/td>\n<\/tr>\n
89<\/td>\n_Hlk40251809 <\/td>\n<\/tr>\n
103<\/td>\n5.3\u2014Proportioning concrete on the basis of field experience or trial mixtures, or both <\/td>\n<\/tr>\n
108<\/td>\n5.4\u2014Proportioning shotcrete on the basis of field experience or trial mixtures, or both <\/td>\n<\/tr>\n
112<\/td>\n5.5\u2014Average compressive strength reduction for concrete <\/td>\n<\/tr>\n
113<\/td>\n5.7\u2014Evaluation and acceptance of concrete and shotcrete
5.6\u2014Average compressive strength reduction for shotcrete <\/td>\n<\/tr>\n
119<\/td>\n5.8\u2014Preparation of equipment and place of deposit <\/td>\n<\/tr>\n
120<\/td>\n5.9\u2014Mixing <\/td>\n<\/tr>\n
121<\/td>\n5.11\u2014Depositing of concrete
5.10\u2014Conveying concrete and wet-mix shotcrete <\/td>\n<\/tr>\n
122<\/td>\n5.13\u2014Curing
5.12\u2014Application of shotcrete <\/td>\n<\/tr>\n
124<\/td>\n5.15\u2014Hot weather requirements
5.14\u2014Cold weather requirements <\/td>\n<\/tr>\n
125<\/td>\nChapter 6\u2014formwork and embedments
6.1\u2014Design of formwork
6.2\u2014Removal of forms, shores, and reshoring <\/td>\n<\/tr>\n
127<\/td>\n6.3\u2014Embedments in concrete and shotcrete
_Hlk40334898 <\/td>\n<\/tr>\n
129<\/td>\nChapter 7\u2014joints
7.1\u2014Jointing <\/td>\n<\/tr>\n
134<\/td>\n7.2\u2014Construction joints <\/td>\n<\/tr>\n
135<\/td>\n7.3\u2014Crack-inducing joints <\/td>\n<\/tr>\n
136<\/td>\n7.4\u2014Movement joints <\/td>\n<\/tr>\n
137<\/td>\n7.5\u2014Joint accessories <\/td>\n<\/tr>\n
143<\/td>\nChapter 8\u2014analysis and design \u2013 general considerations
8.1\u2014Design methods
8.2\u2014Loading <\/td>\n<\/tr>\n
144<\/td>\n8.3\u2014Methods of analysis <\/td>\n<\/tr>\n
145<\/td>\n8.4\u2014Redistribution of moments in continuous flexural members <\/td>\n<\/tr>\n
146<\/td>\n_Hlk40347091 <\/td>\n<\/tr>\n
147<\/td>\n8.6\u2014Lightweight concrete
8.5\u2014Modulus of elasticity <\/td>\n<\/tr>\n
148<\/td>\n8.8\u2014Effective stiffness to determine lateral deflections
8.7\u2014Stiffness <\/td>\n<\/tr>\n
149<\/td>\n8.9\u2014Span length
_Hlk40345344 <\/td>\n<\/tr>\n
150<\/td>\n8.11\u2014Arrangement of live load
8.10\u2014Columns <\/td>\n<\/tr>\n
151<\/td>\n8.13\u2014Joist construction
8.12\u2014T-beam construction <\/td>\n<\/tr>\n
152<\/td>\n8.14\u2014Separate floor finish
_Hlk40345557 <\/td>\n<\/tr>\n
153<\/td>\nChapter 9\u2014strength and serviceability requirements
9.1\u2014General
9.2\u2014Required strength <\/td>\n<\/tr>\n
158<\/td>\n9.3\u2014Design strength <\/td>\n<\/tr>\n
162<\/td>\n9.5\u2014Control of deflections
9.4\u2014Design strength for reinforcement <\/td>\n<\/tr>\n
169<\/td>\nChapter 10\u2014flexure and axial loads
10.1\u2014Scope
10.2\u2014Design assumptions <\/td>\n<\/tr>\n
171<\/td>\n10.3\u2014General principles and requirements <\/td>\n<\/tr>\n
173<\/td>\n10.4\u2014Distance between lateral supports of flexural members <\/td>\n<\/tr>\n
174<\/td>\n10.6\u2014Distribution of flexural reinforcement
10.5\u2014Minimum reinforcement of flexural members <\/td>\n<\/tr>\n
178<\/td>\n10.7\u2014Deep beams <\/td>\n<\/tr>\n
179<\/td>\n10.9\u2014Limits for reinforcement of compression members
10.8\u2014Design dimensions for compression members <\/td>\n<\/tr>\n
181<\/td>\n10.10\u2014Slenderness effects in compression members <\/td>\n<\/tr>\n
182<\/td>\n_Hlk40439470 <\/td>\n<\/tr>\n
188<\/td>\n10.12\u2014Transmission of column loads through floor system
10.11\u2014Axially loaded members supporting slab\u00a0system <\/td>\n<\/tr>\n
189<\/td>\n10.13\u2014Composite compression members <\/td>\n<\/tr>\n
191<\/td>\n10.14\u2014Bearing strength <\/td>\n<\/tr>\n
193<\/td>\nChapter 11\u2014shear and torsion
11.1\u2014Shear strength <\/td>\n<\/tr>\n
196<\/td>\n11.2\u2014Shear strength provided by concrete for nonprestressed members <\/td>\n<\/tr>\n
198<\/td>\n11.3\u2014Shear strength provided by concrete for prestressed members <\/td>\n<\/tr>\n
201<\/td>\n11.4\u2014Shear strength provided by shear reinforcement <\/td>\n<\/tr>\n
206<\/td>\n11.5\u2014Design for torsion <\/td>\n<\/tr>\n
216<\/td>\n11.6\u2014Shear-friction <\/td>\n<\/tr>\n
220<\/td>\n11.8\u2014Provisions for brackets and corbels
11.7\u2014Deep beams <\/td>\n<\/tr>\n
224<\/td>\n11.9\u2014Provisions for walls <\/td>\n<\/tr>\n
226<\/td>\n11.11\u2014Provisions for slabs and footings
11.10\u2014Transfer of moments to columns <\/td>\n<\/tr>\n
239<\/td>\nCHAPTER 12\u2014REINFORCEMENT\u2014DETAILS, DEVELOPMENT, AND SPLICES
12.1\u2014Standard hooks
12.2\u2014Minimum bend diameters <\/td>\n<\/tr>\n
240<\/td>\n12.4\u2014Surface conditions of reinforcement
12.3\u2014Bending <\/td>\n<\/tr>\n
241<\/td>\n12.5\u2014Placing reinforcement <\/td>\n<\/tr>\n
242<\/td>\n12.6\u2014Spacing limits for reinforcement <\/td>\n<\/tr>\n
243<\/td>\n12.7\u2014Concrete protection for reinforcement <\/td>\n<\/tr>\n
248<\/td>\n12.8\u2014Development
MTBlankEqn <\/td>\n<\/tr>\n
268<\/td>\n12.9\u2014Splices <\/td>\n<\/tr>\n
276<\/td>\n12.10\u2014Lateral reinforcement <\/td>\n<\/tr>\n
280<\/td>\n12.12\u2014Connections
12.11\u2014Reinforcement details for columns <\/td>\n<\/tr>\n
281<\/td>\n12.13\u2014Shrinkage and temperature reinforcement <\/td>\n<\/tr>\n
284<\/td>\n_Hlk50285720 <\/td>\n<\/tr>\n
288<\/td>\n12.14\u2014Requirements for structural integrity <\/td>\n<\/tr>\n
291<\/td>\nCHAPTER 13\u2014earthquake-resistant StructureS
13.1\u2014General requirements <\/td>\n<\/tr>\n
298<\/td>\n13.3\u2014Intermediate moment frames
13.2\u2014Ordinary moment frames <\/td>\n<\/tr>\n
304<\/td>\n13.5\u2014Flexural members of special moment frames
13.4\u2014Intermediate precast structural walls <\/td>\n<\/tr>\n
311<\/td>\n13.6\u2014Special moment frame members subjected to bending and axial load <\/td>\n<\/tr>\n
315<\/td>\n13.7\u2014Joints of special moment frames <\/td>\n<\/tr>\n
317<\/td>\nMTBlankEqn <\/td>\n<\/tr>\n
318<\/td>\n13.8\u2014Special moment frames constructed using precast concrete <\/td>\n<\/tr>\n
320<\/td>\n13.9\u2014Special structural walls and coupling beams <\/td>\n<\/tr>\n
329<\/td>\n13.11\u2014Structural diaphragms and trusses
13.10\u2014Special structural walls constructed using precast concrete <\/td>\n<\/tr>\n
334<\/td>\n13.12\u2014Foundations <\/td>\n<\/tr>\n
336<\/td>\n13.13\u2014Members not designated as part of the seismic-force-resisting system <\/td>\n<\/tr>\n
339<\/td>\nCHAPTER 14\u2014TWO-WAY SLAB SYSTEMS
14.1\u2014Scope <\/td>\n<\/tr>\n
340<\/td>\n14.3\u2014Slab reinforcement
14.2\u2014General <\/td>\n<\/tr>\n
344<\/td>\n14.4\u2014Openings in slab systems <\/td>\n<\/tr>\n
345<\/td>\n14.5\u2014Design procedures <\/td>\n<\/tr>\n
348<\/td>\n14.6\u2014Direct design method <\/td>\n<\/tr>\n
354<\/td>\n14.7\u2014Equivalent frame method
_Hlk50836465 <\/td>\n<\/tr>\n
359<\/td>\nCHAPTER 15\u2014WALLS
15.1\u2014Scope
15.2\u2014General
15.3\u2014Walls prestressed circumferentially by wrapping with high-strength steel wire or strand <\/td>\n<\/tr>\n
362<\/td>\n15.4\u2014Minimum reinforcement <\/td>\n<\/tr>\n
363<\/td>\n15.6\u2014Empirical Design Method
15.5\u2014Walls designed as compression members <\/td>\n<\/tr>\n
365<\/td>\n15.8\u2014Walls as grade beams
15.7\u2014Minimum wall thickness <\/td>\n<\/tr>\n
367<\/td>\nCHAPTER 16\u2014FOOTINGS
16.1\u2014Scope
16.2\u2014Loads and reactions <\/td>\n<\/tr>\n
368<\/td>\n16.5\u2014Shear in footings
16.4\u2014Moment in footings
16.3\u2014Footings supporting circular or regular polygon-shaped columns or pedestals <\/td>\n<\/tr>\n
370<\/td>\n16.8\u2014Transfer of force at base of column, wall, or reinforced pedestal
16.7\u2014Minimum footing depth
16.6\u2014Development of reinforcement in footings <\/td>\n<\/tr>\n
372<\/td>\n16.10\u2014Combined footings and mats
16.9\u2014Sloped or stepped footings <\/td>\n<\/tr>\n
375<\/td>\nCHAPTER 17\u2014PRECAST CONCRETE
17.1\u2014Scope
17.2\u2014General
_Hlk42001760 <\/td>\n<\/tr>\n
376<\/td>\n17.3\u2014Distribution of forces among members <\/td>\n<\/tr>\n
377<\/td>\n17.5\u2014Structural integrity
17.4\u2014Member design
_Hlk42002518 <\/td>\n<\/tr>\n
379<\/td>\n17.6\u2014Connection and bearing design <\/td>\n<\/tr>\n
381<\/td>\n17.9\u2014Handling
17.8\u2014Marking and identification
17.7\u2014Items embedded after concrete placement
MTBlankEqn <\/td>\n<\/tr>\n
382<\/td>\n17.10\u2014Strength evaluation of precast construction <\/td>\n<\/tr>\n
383<\/td>\nCHAPTER 18\u2014COMPOSITE CONCRETE FLEXURAL MEMBERS
18.1\u2014Scope
18.2\u2014General <\/td>\n<\/tr>\n
384<\/td>\n18.5\u2014Horizontal shear strength
18.4\u2014Vertical shear strength
18.3\u2014Shoring <\/td>\n<\/tr>\n
385<\/td>\n18.6\u2014Ties for horizontal shear <\/td>\n<\/tr>\n
387<\/td>\nCHAPTER 19\u2014PRESTRESSED CONCRETE
19.1\u2014Scope <\/td>\n<\/tr>\n
388<\/td>\n19.2\u2014General <\/td>\n<\/tr>\n
389<\/td>\n19.3\u2014Design assumptions <\/td>\n<\/tr>\n
391<\/td>\n19.4\u2014Serviceability requirements\u2014flexural members <\/td>\n<\/tr>\n
394<\/td>\n19.6\u2014Loss of prestress
19.5\u2014Permissible stresses in prestressing steel <\/td>\n<\/tr>\n
396<\/td>\n19.7\u2014Flexural strength <\/td>\n<\/tr>\n
397<\/td>\n19.8\u2014Limits for reinforcement of flexural members <\/td>\n<\/tr>\n
398<\/td>\n19.9\u2014Minimum bonded reinforcement <\/td>\n<\/tr>\n
400<\/td>\n19.10\u2014Statically indeterminate structures <\/td>\n<\/tr>\n
401<\/td>\n19.11\u2014Compression members\u2014combined flexure and axial loads <\/td>\n<\/tr>\n
403<\/td>\n19.12\u2014Slab systems <\/td>\n<\/tr>\n
405<\/td>\n19.13\u2014Post-tensioned tendon anchorage zones <\/td>\n<\/tr>\n
410<\/td>\n19.14\u2014Design of anchorage zones for monostrand or single 5\/8 in. diameter bar tendons <\/td>\n<\/tr>\n
411<\/td>\n19.15\u2014Design of anchorage zones for multistrand tendons <\/td>\n<\/tr>\n
412<\/td>\n19.16\u2014Corrosion protection for unbonded single-strand prestressing tendons <\/td>\n<\/tr>\n
414<\/td>\n19.18\u2014Grout for bonded tendons
19.17\u2014Post-tensioning ducts <\/td>\n<\/tr>\n
416<\/td>\n19.20\u2014Application and measurement of prestressing force
19.19\u2014Protection for prestressing steel <\/td>\n<\/tr>\n
417<\/td>\n19.21\u2014Post-tensioning anchorages and couplers <\/td>\n<\/tr>\n
418<\/td>\n19.22\u2014External post-tensioning <\/td>\n<\/tr>\n
419<\/td>\nCHAPTER 20\u2014SHELLS AND FOLDED PLATE\u00a0MEMBERS
20.1\u2014Scope and definitions <\/td>\n<\/tr>\n
421<\/td>\n20.2\u2014Analysis and design <\/td>\n<\/tr>\n
424<\/td>\nMTBlankEqn <\/td>\n<\/tr>\n
426<\/td>\n20.4\u2014Shell reinforcement
20.3\u2014Design strength of materials <\/td>\n<\/tr>\n
428<\/td>\n20.5\u2014Construction <\/td>\n<\/tr>\n
429<\/td>\nCHAPTER 21\u2014LIQUID-CONTAINING GROUND-SUPPORTED SLABS
21.1\u2014Scope <\/td>\n<\/tr>\n
430<\/td>\n21.2\u2014Slab support <\/td>\n<\/tr>\n
431<\/td>\n21.3\u2014Slab thickness <\/td>\n<\/tr>\n
432<\/td>\n21.5\u2014Joints
21.4\u2014Reinforcement <\/td>\n<\/tr>\n
433<\/td>\n21.7\u2014Curing
21.6\u2014Hydrostatic uplift <\/td>\n<\/tr>\n
435<\/td>\nCHAPTER 22\u2014STRENGTH EVALUATION AND CONDITION ASSESSMENT OF STRUCTURES
22.1\u2014General <\/td>\n<\/tr>\n
437<\/td>\n22.2\u2014Determination of required dimensions and material properties <\/td>\n<\/tr>\n
438<\/td>\n22.3\u2014Condition survey of structures <\/td>\n<\/tr>\n
439<\/td>\n22.4\u2014Field and laboratory testing <\/td>\n<\/tr>\n
440<\/td>\n22.6\u2014Evaluation report
22.5\u2014Tightness testing <\/td>\n<\/tr>\n
441<\/td>\n22.7\u2014Load testing <\/td>\n<\/tr>\n
443<\/td>\nAPPENDIX A\u2014ALTERNATE DESIGN METHOD
A.1\u2014Scope <\/td>\n<\/tr>\n
444<\/td>\nA.3\u2014Allowable stresses at service loads
A.2\u2014General <\/td>\n<\/tr>\n
445<\/td>\nA.3.3\u2014Distribution of flexural reinforcement <\/td>\n<\/tr>\n
446<\/td>\nA.5\u2014Flexure
A.4\u2014Development and splices of reinforcement <\/td>\n<\/tr>\n
447<\/td>\nA.7\u2014Shear and torsion
A.6\u2014Compression members with or without flexure <\/td>\n<\/tr>\n
448<\/td>\nA.7.4\u2014Shear stress carried by concrete <\/td>\n<\/tr>\n
449<\/td>\nA.7.5\u2014Shear stress carried by shear reinforcement <\/td>\n<\/tr>\n
451<\/td>\nA.7.7\u2014Special provisions for slabs and footings
A.7.6\u2014Shear-friction <\/td>\n<\/tr>\n
452<\/td>\nA.7.9\u2014Composite concrete flexural members
A.7.8\u2014Special provisions for other members <\/td>\n<\/tr>\n
453<\/td>\nAPPENDIX B\u2014STRUT-AND-TIE MODELS
B.1\u2014Definitions <\/td>\n<\/tr>\n
459<\/td>\nB.2\u2014Strut-and-tie model design procedure <\/td>\n<\/tr>\n
461<\/td>\nB.3\u2014Strength of struts <\/td>\n<\/tr>\n
464<\/td>\nB.4\u2014Strength of ties <\/td>\n<\/tr>\n
466<\/td>\nB.5\u2014Strength of nodal zones <\/td>\n<\/tr>\n
469<\/td>\nAPPENDIX C\u2014ALTERNATIVE PROVISIONS FOR REINFORCED AND PRESTRESSED CONCRETE FLEXURAL AND COMPRESSION MEMBERS
C.1\u2014Scope
C.8.4\u2014Redistribution of moments in continuous nonprestressed flexural members
MTBlankEqn <\/td>\n<\/tr>\n
471<\/td>\nC.19.1\u2014Scope
C.10.3\u2014General principles and requirements <\/td>\n<\/tr>\n
473<\/td>\nC.19.10\u2014Statically indeterminate structures
C.19.8\u2014Limits for reinforcement of flexural members <\/td>\n<\/tr>\n
477<\/td>\nAPPENDIX D\u2014ALTERNATIVE LOAD FACTORS, STRENGTH REDUCTION FACTORS, AND DISTRIBUTION OF FLEXURAL REINFORCEMENT
D.1\u2014General
D.9.2\u2014Required strength <\/td>\n<\/tr>\n
479<\/td>\nD.9.3\u2014Design strength <\/td>\n<\/tr>\n
482<\/td>\nD.10.6\u2014Distribution of flexural reinforcement in beams and one-way slabs <\/td>\n<\/tr>\n
495<\/td>\n_Hlk42507128 <\/td>\n<\/tr>\n
502<\/td>\n_Hlk45611110 <\/td>\n<\/tr>\n
507<\/td>\nMTBlankEqn <\/td>\n<\/tr>\n
547<\/td>\n_Hlk42001986 <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ACI CODE-350.3-20: Code Requirements for Seismic Analysis and Design of Liquid-Containing Concrete Structures (ACI 350.3-20) and Commentary – with ERRATA as of January 20, 2022<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2020<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":426723,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-426719","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aci","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\/426719","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\/426723"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=426719"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=426719"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=426719"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}