Building code requirements for structural concrete and commentary pca notes on aci318 08
Building code requirements for structural concrete and commentary pca notes on aci318 08
Building code requirements for structural concrete and commentary pca notes on aci318 08
Building code requirements for structural concrete and commentary pca notes on aci318 08
Building code requirements for structural concrete and commentary pca notes on aci318 08
Building code requirements for structural concrete and commentary pca notes on aci318 08
Building code requirements for structural concrete and commentary pca notes on aci318 08
Building code requirements for structural concrete and commentary pca notes on aci318 08
ACI 318-08 & PCA Notes on 318-08 Building Code Requirements for Structural Concrete and Commentary Search Help [...]... by ACI 359.) STRUCTURAL CONCRETE BUILDING CODE/ COMMENTARY CODE 318-11 COMMENTARY Code for Concrete Containments” reported by Joint ACI-ASME Committee 359.1.5 (This provides requirements for the design, construction, and use of concrete reactor vessels and concrete containment structures for nuclear power plants.) 1.1.6 — This Code does not govern design and installation of portions of concrete piles,... evaluation of existing concrete structures The American Concrete Institute Building Code Requirements for Structural Concrete (ACI 318 -08) ,” referred to as the Code or 2 008 Code, provides minimum requirements for structural concrete design or construction For structural concrete, fc′ shall not be less than 2500 psi No maximum value of fc′ shall apply unless restricted by a specific Code provision The 2 008. .. The 2 008 Code revised the previous standard Building Code Requirements for Structural Concrete (ACI 318-05).” This standard includes in one document the rules for all concrete used for structural purposes including both plain and reinforced concrete The term structural concrete is used to refer to all plain or reinforced concrete used for structural purposes This covers the spectrum of structural. .. of structural applications of concrete from nonreinforced concrete to concrete containing nonprestressed reinforcement, prestressing steel, or composite steel shapes, pipe, or tubing Requirements for structural plain concrete are in Chapter 22 Prestressed concrete is included under the definition of reinforced concrete Provisions of the Code apply to prestressed concrete except for those that are stated... experience in silo design and construction.) Code Requirements for Nuclear Safety-Related Concrete Structures and Commentary reported by ACI Committee 349.1.4 (This provides minimum requirements for design and construction of concrete structures that form part of a nuclear power plant and have nuclear safety-related functions The code does not cover concrete reactor vessels and concrete containment structures,... discussion of the soil support system, loadings, and types of slabs Design methods are given for structural plain concrete, reinforced concrete, shrinkage-compensating concrete, and post-tensioned concrete slabs.) “Design of Post-Tensioned Slabs -on- Ground,” PTI1.10 (This provides recommendations for post-tensioned slab-onground foundations Presents guidelines for soil investigation, and design and construction... lightweight fines are replaced by sand For proper application of the Code provisions, the replacement limits should be stated, with interpolation when partial sand replacement is used STRUCTURAL CONCRETE BUILDING CODE/ COMMENTARY 318-31 CODE COMMENTARY Concrete, normalweight — Concrete containing only aggregate that conforms to ASTM C33 Concrete, normalweight — Normalweight concrete typically has a density... certification programs of the American Concrete Institute and the Post-Tensioning Institute; and the Concrete Reinforcing Steel Institute’s Voluntary Certification 318-8 MANUAL OF CONCRETE PRACTICE Program for Fusion-Bonded Epoxy Coating Applicator Plants In addition, “Standard Specification for Agencies Engaged in Construction Inspecting and/ or Testing” (ASTM E329-06a) specifies performance requirements for. .. 201, American Concrete Institute, Farmington Hills, MI, 2001, 41 pp (This describes specific types of concrete deterioration It contains a discussion of the mechanisms involved in deterioration and the recommended requirements for individual components of the concrete, quality considerations for concrete mixtures, construction procedures, and influences of the exposure environment “Guide for the Design... specified The Code prescribes minimum requirements for inspection of all structures within its scope It is not a construction specification and any user of the Code may require higher standards of inspection than cited in the legal code if additional requirements are necessary Recommended procedures for organization and conduct of concrete inspection are given in detail in “Guide for Concrete Inspection,” reported . 318 -08 & PCA Notes on 318 -08 Building Code Requirements for Structural Concrete and Commentary Search Help
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Xem thêm: (free) Building code requirements for structural concrete and commentary pca notes on aci318 08, (free) Building code requirements for structural concrete and commentary pca notes on aci318 08, 2 — Drawings and specifications, 4 — Approval of special systems of design or construction, 1 — Tests of materials, 7 — Storage of materials, 3 — Requirements for concrete mixtures, 5 — Alternative cementitious materials for sulfate exposure, 3 — Proportioning on the basis of field experience or trial mixtures, or both, 6 — Evaluation and acceptance of concrete, 7 — Preparation of equipment and place of deposit, 3 — Embedments in concrete, 7 — Concrete protection for reinforcement, 13 — Requirements for structural integrity, 11 — Arrangement of live load, 14 — Separate floor finish, 5 — Control of deflections, 3 — General principles and requirements, 6 — Distribution of flexural reinforcement in beams and one- way slabs, 10 — Slenderness effects in compression members, 13 — Composite compression members, 3 — Shear strength provided by concrete for prestressed members, 4 — Shear strength provided by shear reinforcement, 5 — Design for torsion, 8 — Provisions for brackets and corbels, 11 — Provisions for slabs and footings, 5 — Development of standard hooks in tension, 13 — Development of web reinforcement, 19 — Splices of welded plain wire reinforcement in tension, 4 — Openings in slab systems, 6 — Direct design method, 7 — Equivalent frame method, 8 — Alternative design of slender walls, 10 — Combined footings and mats, 3 — Distribution of forces among members, 10 — Strength evaluation of precast construction, 6 — Ties for horizontal shear, 4 — Serviceability requirements — Flexural members, 6 — Loss of prestress, 11 — Compression members — Combined flexure and axial loads, 13 — Post-tensioned tendon anchorage zones, 3 — Design strength of materials, 3 — Load test procedure, 6 — Provision for lower load rating, 3 — Intermediate moment frames, 5 — Flexural members of special moment frames, 6 — Special moment frame members subjected to bending and axial load, 7 — Joints of special moment frames, 9 — Special structural walls and coupling beams, 11 — Structural diaphragms and trusses, 13 — Members not designated as part of the seismic- force- resisting system, 10 — Plain concrete in earthquake-resisting structures, A.3 — Strength of struts, A.5 — Strength of nodal zones, D.4 — General requirements for strength of anchors, D.5 — Design requirements for tensile loading, D.6 — Design requirements for shear loading, D.9 — Installation of anchors, Example 2.2— Strength Test Data Report, Example 2.7— Acceptance of Concrete, Example 3.1— Placing Tolerance for Rebars, Example 4.1— Development of Bars in Tension, Example 4.4— Development of Flexural Reinforcement, Example 4.5— Lap Splices in Tension, Example 4.7— Lap Splices in Columns, Example 6.2— Design of Beam with Compression Reinforcement, Example 6.4— Load-Moment Strength, Pn and Mn, for Given Strain Conditions, C. PCA Load Contour Method, Example 7.1— Design of Rectangular Beam with Tension Reinforcement Only, Example 7.3— Design of Rectangular Beam with Compression Reinforcement, Example 7.5— Design of Flanged Section with Tension Reinforcement Only, Example 7.6— Design of One-Way Joist, Example 7.7— Design of Continuous Beams, Example 7.8— Design of a Square Column for Biaxial Loading, Example 9.2— Distribution of Reinforcement in Deep Flexural Member with Flanges, Example 10.1— Simple-Span Nonprestressed Rectangular Beam, Example 10.2— Continuous Nonprestressed T-Beam, Example 10.3— Slab System Without Beams (Flat Plate), Example 10.5— Simple-Span Prestressed Single T-Beam, Example 10.6— Unshored Nonprestressed Composite Beam, Example 10.7— Shored Nonprestressed Composite Beam, Example 11.1— Slenderness Effects for Columns in a Nonsway Frame, Example 11.2— Slenderness Effects for Columns in a Sway Frame, Example 12.1— Design for Shear Members Subject to Shear and Flexure Only, Example 12.5— Design for Shear Shear Strength at Web Openings, Example 12.6— Design for Horizontal Shear, Example 13.1— Precast Spandrel Beam Design for Combined Shear and Torsion, Example 14.2— Shear-Friction Design (Inclined Shear Plane), Example 15.2— Corbel Design . . . Using Lightweight Concrete and Modifi ed Shear- Friction Method, Example 15.3— Beam Ledge Design, Example 16.3— Shear Strength of Slab with Shear Reinforcement, Example 16.4— Shear Strength of Slab with Transfer of Moment, Example 17.1— Design of Deep Flexural Member by the Strut-and-Tie Model, Example 17.2— Design of Column Corbel, Example 17.3 — Design of Continuous Member, Example 19.1— Two-Way Slab without Beams Analyzed by the Direct Design Method, Example 19.2— Two-Way Slab with Beams Analyzed by the Direct Design Method, Example 20.1— Two-Way Slab Without Beams Analyzed by Equivalent Frame Method, Example 20.2— Two-Way Slab with Beams Analyzed by Equivalent Frame Method, Example 21.4— Shear Design of Wall, Example 22.3— Design for Footing Reinforcement, Example 22.6— Design for Transfer of Horizontal Force at Base of Column, Example 22.7— Design for Depth of Pile Cap, Example 23.1— Load Distribution in Double Tees, Example 24.1— Estimating Prestress Losses, Example 24.2— Investigation of Stresses at Prestress Transfer and at Service Load, Example 24.9— Cracked Section Design When Tension Exceeds 12 fc, Example 26.1— Two-Way Prestressed Slab System, Example 29.1— Design of a 12-Story Cast-in-Place Frame-Shearwall Building and its Components, Example 29.7— Design of 12-Story Precast Frame Building using Strong Connections*, Example 30.1— Design of Plain Concrete Footing and Pedestal, Example 30.2— Design of Plain Concrete Basement Wall, Example 31.1— Design of Rectangular Beam with Tension Reinforcement Only, D.8 REQUIRED EDGE DISTANCES, SPACINGS, AND THICKNESSES TO PRECLUDE SPLITTING FAILURE, Example 34.1— Single Headed Bolt in Tension Away from Edges, Example 34.2— Group of Headed Studs in Tension Near an Edge, Example 34.3— Group of Headed Studs in Tension Near an Edge with Eccentricity, Example 34.4— Single Headed Bolt in Shear Near an Edge, Example 34.5— Single Headed Bolt in Tension and Shear Near an Edge, Example 34.6— Group of L-Bolts in Tension and Shear Near Two Edges, Example 34.7— Group of Headed Bolts in Moment and Shear Near an Edge in Structures Assigned to Seismic Design Category C, D, E, or F, Example 34.8— Group of Headed Bolts in Tension Near an Edge in Structures Assigned to Seismic Design Category C, D, E, or F, Example 34.9— Single Post-Installed Anchor in Tension and Shear Away from Edges
