MADCAD.com - The Cloud-Based Reference Library

- Free Trial - Webinar - Feedback

Cart (0)

No items in cart.

Total

There is a technical issue about last added item. You can click "Report to us" button to let us know and we resolve the issue and return back to you or you can continue without last item via click to continue button.

Home

Content

Tour

eLibrary

Store

Contact us for a custom quote

Please fill the form below and a member of our staff will contact you shortly. The contents of your cart will automatically be sent to us so we can provide an accurate custom quote.

Company*
Full name*
Email*
Phone

⨯To continue with accurate pricing,
please select your company type below:

Large goverment organizations

Large multi-national corporation (more than $5B annual revenue)

None of the above

Your company has a special pricing case for IEEE.
For pricing, please contact us by filling out the form.

Full name*
Email*
Phone
Your selection

⨯We need your input!

Are you a code official in a jurisdiction with less than 300,000 population?

Yes No

This item is only available for the code officials of jurisdictions less then 300K population.

If you do not meet the criteria item will be removed and you will be able to continue shopping other items.

⨯ We need your input!

Your company has a special pricing case for ASME.
Please make sure the information you provide below is accurate.

Company Industry
Number Of Employees
Revenue

Pricing for the ASME publications in the store is for a 1-4 employee company in Construction Industry with revenue under $500,000.
If correct company info does not match what is publicly available info we will suspend the access and contact you for correction.
Please call 1-800-798-9296 if you have any questions.
If your company has more than 5,000 employee or more than 500 mil revenue please email us at info@madcad.com to receive a special quote, use "ASME Quote" on the subject line.

Search book title

Search book content

Clear all filters Advanced Search Basic Search

Download File

eLibrary > ACI CODE-318-25: Building Code for Structural Concrete- Code Requirements and Commentary >

ACI CODE-318-25: Building Code for Structural Concrete- Code Requirements and Commentary, 2025

Expand All

TOC Search:

ACI CODE-318-25: Building Code for Structural Concrete- Code Requirements and Commentary, 2025

Chapter 1—General [Go to Page]
1.1—Scope of ACI CODE-318
1.2—General
1.3—Purpose
1.4—Applicability
1.5—Interpretation
1.6—Building official
1.7—Licensed design professional
1.8—Construction documents and design records
chapter 2—Notation and Terminology [Go to Page]
2.1—Scope
2.2—Notation
2.3—Terminology
Chapter 3—Referenced Standards [Go to Page]
3.1—Scope
3.2—Referenced standards
Chapter 4—Structural System Requirements [Go to Page]
4.1—Scope
4.2—Materials
4.3—Design loads
4.4—Structural system and load paths
4.5—Structural analysis
4.6—Strength
4.7—Serviceability
4.8—Durability
4.9—Sustainability and resilience
4.10—Structural integrity
4.11—Fire resistance
4.12—Requirements for specific types of construction
4.13—Construction and inspection
4.14—Strength evaluation of existing structures
Chapter 5—Loads [Go to Page]
5.1—Scope
5.2—General
5.3—Load factors and combinations
Chapter 6—Structural Analysis [Go to Page]
6.1—Scope
6.2—General
6.3—Modeling assumptions
6.4—Arrangement of live load
6.5—Simplified method of analysis for nonprestressed continuous beams and one-way slabs
6.6—Linear elastic first-order analysis
6.7—Linear elastic second-order analysis
6.8—Inelastic analysis
6.9—Acceptability of finite element analysis
Chapter 7—One-Way Slabs [Go to Page]
7.1—Scope
7.2—General
7.3—Design limits
7.4—Required strength
7.5—Design strength
7.6—Reinforcement limits
7.7—Reinforcement detailing
Chapter 8—Two-Way Slabs [Go to Page]
8.1—Scope
8.2—General
8.3—Design limits
8.4—Required strength
8.5—Design strength
8.6—Reinforcement limits
8.7—Reinforcement detailing
8.8—Nonprestressed two-way joist systems
8.9—Lift-slab construction
Chapter 9—Beams [Go to Page]
9.1—Scope
9.2—General
9.3—Design limits
9.4—Required strength
9.5—Design strength
9.6—Reinforcement limits
9.7—Reinforcement detailing
9.8—Nonprestressed one-way joist systems
9.9—Deep beams
Chapter 10—Columns [Go to Page]
10.1—Scope
10.2—General
10.3—Design limits
10.4—Required strength
10.5—Design strength
10.6—Reinforcement limits
10.7—Reinforcement detailing
Chapter 11—Walls [Go to Page]
11.1—Scope
11.2—General
11.3—Design limits
11.4—Required strength
11.5—Design strength
11.6—Reinforcement limits
11.7—Reinforcement detailing
11.8—Alternative method for out-of-plane slender wall analysis
Chapter 12—Diaphragms [Go to Page]
12.1—Scope
12.2—General
12.3—Design limits
12.4—Required strength
12.5—Design strength
12.6—Reinforcement limits
12.7—Reinforcement detailing
Chapter 13—Foundations [Go to Page]
13.1—Scope
13.2—General
13.3—Shallow foundations
13.4—Deep foundations
Chapter 14—Plain Concrete [Go to Page]
14.1—Scope
14.2—General
14.3—Design limits
14.4—Required strength
14.5—Design strength
14.6—Reinforcement detailing
Chapter 15—Cast-in-Place Joints [Go to Page]
15.1—Scope
15.2—General
15.3—Design limits
15.4—Required strength
15.5—Design strength
15.6—Reinforcement limits
15.7—Reinforcement detailing
15.8—Transfer of column axial force through the floor system
Chapter 16—Connections Between Members [Go to Page]
16.1—Scope
16.2—Connections of precast members
16.3—Connections to foundations
16.4—Horizontal shear transfer in composite concrete flexural members
16.5—Brackets and corbels
Chapter 17—Anchoring to Concrete [Go to Page]
17.1—Scope
17.2—General
17.3—Design Limits
17.4—Required strength
17.5—Design strength
17.6—Tensile strength
17.7—Shear strength
17.8—Tension and shear interaction
17.9—Edge distances, spacings, and thicknesses to preclude splitting failure
17.10—Earthquake-resistant anchor design requirements
17.11—Attachments with shear lugs
Chapter 18—Earthquake-Resistant Structures [Go to Page]
18.1—Scope
18.2—General
18.3—Ordinary moment frames
18.4—Intermediate moment frames
18.5—Intermediate precast structural walls
18.6—Beams of special moment frames
18.7—Columns of special moment frames
18.8—Joints of special moment frames
18.9—Special moment frames constructed using precast concrete18.9.1
18.10—Special structural walls
18.11—Special structural walls constructed using precast concrete
18.12—Diaphragms and trusses
18.13—Foundations
18.14—Members not designated as part of the seismic-force-resisting system
Chapter 19—Concrete: Design and Durability Requirements [Go to Page]
19.1—Scope
19.2—Concrete design properties
19.3—Concrete durability requirements
19.4—Grout durability requirements
Chapter 20—Steel Reinforcement Properties, Durability, and Embedments [Go to Page]
20.1—Scope
20.2—Nonprestressed bars and wires
20.3—Prestressing strands, wires, and bars
20.4—Headed shear stud reinforcement
20.6—Embedments
Chapter 21—Strength Reduction Factors [Go to Page]
21.1—Scope
21.2—Strength reduction factors for structural concrete members and connections
Chapter 22—Sectional Strength [Go to Page]
22.1—Scope
22.2—Design assumptions for moment and axial strength
22.3—Flexural strength
22.4—Axial strength or combined flexural and axial strength
22.5—One-way shear strength
22.7—Torsional strength
22.8—Bearing
22.9—Shear friction
Chapter 23—Strut-and-Tie Method [Go to Page]
23.1—Scope
23.2—General
23.3—Design strength
23.4—Strength of struts
23.5—Minimum distributed reinforcement
23.7—Strength of ties
23.8—Tie reinforcement detailing
23.9—Strength of nodal zones
23.10—Curved-bar nodes
23.11—Earthquake-resistant design using the strut-and-tie method
Chapter 24—Serviceability [Go to Page]
24.1—Scope
24.2—Deflections due to service-level gravity loads
24.3—Distribution of flexural reinforcement in one-way slabs and beams
24.4—Shrinkage and temperature reinforcement
24.5—Permissible stresses in prestressed concrete flexural members
Chapter 25—Reinforcement Details [Go to Page]
25.1—Scope
25.2—Minimum spacing of reinforcement
25.3—Standard hooks, seismic hooks, crossties, and minimum inside bend diameters
25.5—Splices
25.6—Bundled reinforcement
25.7—Transverse reinforcement
25.8—Post-tensioning anchorages and couplers
25.9—Anchorage zones for post-tensioned tendons
Chapter 26—Construction Documents and Inspection [Go to Page]
26.1—Scope
26.2—Design criteria
26.3—Member information
26.4—Concrete materials, mixture requirements, and grouts
26.5—Concrete production and construction
26.6—Reinforcement materials and construction requirements
26.7—Anchoring to concrete
26.8—Embedments
26.9—Additional requirements for precast concrete
26.10—Additional requirements for post- tensioned concrete
26.11—Formwork
26.12—Evaluation and acceptance of hardened concrete
26.13—Inspection
Chapter 27—Strength Evaluation of Existing Structures [Go to Page]
27.1—Scope
27.2—General
27.3—Analytical strength evaluation
27.4—Strength evaluation by load test
Appendix A—Design Verification Using Nonlinear Response History Analysis [Go to Page]
A.1—Notation and terminology
A.2—Scope
A.3—General
A.4—Earthquake ground motions
A.5—Load factors and combinations
A.6—Modeling and analysis
A.7—Action classification and criticality
A.8—Effective stiffness
A.9—Expected material strength
A.10—Acceptance criteria for deformation-controlled actions
A.11—Expected strength for force-controlled actions
A.12—Enhanced detailing requirements
A.13—Independent structural design review
Appendix B—Performance-based Wind Design (new appendix) [Go to Page]
B.1—Notation and Terminology
B.2—Scope
B.3—General
B.4—Wind loading
B.5—Load factors and combinations
B.6—Modeling and analysis
B.7—Action classification and requirements
B.8—Effective stiffness
B.9—Expected material strength
B.10—Required strength and acceptance criteria for continuous occupancy, limited interruption performance objective—general
B.11—Required strength and acceptance criteria for continuous occupancy, limited interruption performance objective by Method 1
RB.12—Required strength and acceptance criteria for continuous occupancy, limited interruption performance objective by Methods 2 and 3
B.13—Detailing requirements
B.14—Independent structural design review
Appendix C—Sustainability and Resilience (NEW APPENDIX) [Go to Page]
C.1—Terminology
C.2—Scope
C.3—Evaluation of Sustainability of Structural Concrete Systems
C.4—Resilience
C.5—Concrete Mixtures
Appendix D—STEEL REINFORCEMENT INFORMATION
Appendix E—Equivalence Between SI-Metric, MKS-Metric, and U.S. Customary Units of Nonhomogeneous Equations in the Code
Commentary References
Index [Go to Page]

Email *
Password *
Confirm *
First Name *
Last Name *
Title
Company Name *
Company Size *
Industry *
Address *
Address 2
City *
State *	Zip *
Country *
Phone *
How did you hear about MADCAD.com? *