ACI Building Code. Requirements for Structural Concrete October 27, 2009

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1 ACI Building Code Requirements for Structural Concrete October 27, 2009

2 ICE BOATING

3 History 1904 "Joint Committee on on Reinforced Concrete" established with with representatives from: American American Society Society for for Testing Testing and and Materials Materials --ASTM ASTM American American Society Society of of Civil Civil Engineers Engineers --ASCE ASCE American American Railway Railway Engineering Engineering and and Maintenance Maintenance of of Way Way Association Association (later (later to to become become AREA) AREA) Association Association of of American American Portland Portland Cement Cement Manufacturers Manufacturers (later (later to to become become PCA). PCA). Initial funding came from the the USGS. In In the the first first years of of existence the the Joint Committee produced several drafts for for a Concrete Code National Association of of Cement Users founded (later to to become ACI) ACI)

4 History 1909 ACI established a committee to to develop a Concrete Code later to to become ACI Committee The "Joint Committee on on Reinforced Concrete" published a Concrete Design Code s Both the Joint Committee Requirements and ACI 318 Requirements coexist and become more similar as as time passes s At At the end of of this decade ACI 318 Requirements become the single document in in the US dealing with concrete design.

5 Development of the ACI 318 flexural requirements Both the the Joint Committee Requirements and and the the National Association of of Cement Users (later to to become ACI) ACI) used WSD (Working Stress Design) in in their codes s The The Joint Committee and and ACI ACI requirements were merged in in a single document named ACI ACI using WSD An An Appendix was was introduced in in ACI ACI for for USD (Ultimate Strength Design) ACI ACI contained both WSD and and USD requirements and and the the designer could choose either method ACI ACI was was full full USD and and the the WSD was was sent sent to to an an Appendix 0.45f c M T s = f s A s φm n T s = f y A s

6 Development of the ACI 318 flexural requirements 1989 The The name of of ACI ACI is is changed from Building Code Requirements for for Reinforced Concrete to to Building Code Requirements for for Structural Concrete The The Unified Design Procedure is is introduced as as an an Appendix. The The Unified Design Procedure is is made the the procedure of of the the Code and and the the previous requirements 2002 become Appendix B. B. WSD is is taken out out completely from ACI ACI ε c =0.003 ε c =0.003 φm n T s = f y A s φm n T s = f y A s ε t = strain in reinf. closest to tension face

7 RANDY POSTEN

8 318 COMMITTEE

9 ICE FISHING

10 Meant to be used as a legally adopted building code Written in mandatory language Minimum requirements for public health and safety Deemed to satisfy ISO 19338:2007(E) Does not replace sound engineering knowledge, experience, and judgment

11 318 Does Not Govern concrete piles, drilled piers unless in Seismic Design Categories D, E, and F Govern slabs on ground Govern tanks and reservoirs Govern houses ACI 332

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13 Becoming Law Must be adopted in a State Building Code Federal government does not adopt/enforce building codes

14 Minnesota State Building Code 2007

15 Chapter 1306 Adopts International Building Code MINNESOTA BUILDING CODE Chapter 1300 Chapter 1301 Chapter 1302 Chapter 1303 Chapter 1305 Chapter 1306 Chapter 1307 Chapter 1309 Administration of the State Building Code Building Official Certification Construction Approvals Minnesota Provisions of the State Building Code Adoption of the 2006 International Building Code Special Fire Protection Systems (optional) Elevators and Related Devices Adoption of the 2006 International Residential Code

16 IBC 2006

17 Chapter 19 Adopts ACI 318 Section 1901 General Scope. The provisions of this chapter shall govern the materials, quality control, design and construction of concrete used in structures Plain and reinforced concrete. Structural concrete shall be designed and constructed in accordance with the requirements of this chapter and ACI318 as amended in Section 1908 of this code. Except for the provisions of Sections 1904 and 1920, the design and construction of slabs on grade shall not be governed by this chapter unless they transmit vertical loads or lateral forces from other parts of the structure to the soil.

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19 Chapter 19 Adopts ACI 318

20 ACI Chapter 1 General Requirements Chapter 2 Notation and Definitions Chapter 3 Materials Chapter 4 Durability Requirements Chapter 5 Concrete Quality, Mixing, and Placing Chapter 6 Formwork, Embedments, and Construction Joints

21 ACI Chapter 7 Details of Reinforcement Chapter 8 Analysis and Design-General Considerations Chapter 9 Strength and Serviceability Requirements Chapter 10 Flexure and Axial Loads Chapter 11 Shear and Torsion Chapter 12 Development and Splices of Reinforcement

22 ACI Chapter 13 Two-Way Slab Systems Chapter 14 Walls Chapter 15 Footings Chapter 16 Precast Concrete Chapter 17 Composite Concrete Flexural Members Chapter 18 Prestressed Concrete

23 ACI Chapter 19 Shells and Folded Plate Members Chapter 20 Strength Evaluation of Existing Structures Chapter 21 Earthquake-Resistant Structures Chapter 22 Structural Plain Concrete

24 ACI Appendix A Strut-And And-Tie Models Appendix B Alternative Provisions for Reinforced and Prestressed Concrete Flexural and Compression Members Appendix C Alternative Load and Strength Reduction Factors Appendix D Anchoring to Concrete Appendix E Steel Reinforcement Information

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26 1 st Case Study Klein & Hoffman Sixteen Story C-I-P Hotel Low Seismic Area / No Special Detailing Flat Plate with Shear Walls and Perimeter Beams Mat Foundation

27 2 nd Case Study Cagley & Associates Six Story C-I-P Parking Garage Low Seismic Area / No Special Detailing Post-Tensioned Beam and Slab for Gravity and Lateral Caissons

28 3 rd Case Study S.K. Ghosh & Associates Six Story C-I-P Parking Garage High Seismic Area Gravity Post-Tensioned Beam and Slab Special Moment Frame Piles

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52 ICE PALACE

53 ACI 318 Reorganize and Rewrite ACI Member based organization

54 Goals for Easier to Locate Needed Information Integrate Seismic with Other Detailing Requirements Introduce Building System Behavior Introduce Performance Criteria Expand Analysis Approaches Increase Adaptability for Innovations

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56 Why Reorganize? Code Has Tripled in Size Since 1971 Member Detailing in Several Chapters Takes Time to Understand Where Related Information is Located Seismic is Stand Alone Innovate Concepts Difficult to Fit In

57 Goals for Easier to Locate Needed Information Integrate Seismic with Other Detailing Requirements Introduce Building System Behavior Introduce Performance Criteria Expand Analysis Approaches Increase Adaptability for Innovations

58 THE WORD "SUSTAINABILITY" DOES NOT APPEAR IN THE 318 CODE

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