{"id":398,"date":"2025-05-17T13:05:05","date_gmt":"2025-05-17T13:05:05","guid":{"rendered":"https:\/\/spectracons.com\/?p=398"},"modified":"2025-05-23T07:11:38","modified_gmt":"2025-05-23T07:11:38","slug":"72-amerikan-yonetmelikleri","status":"publish","type":"post","link":"https:\/\/spectracons.com\/?p=398","title":{"rendered":"72-Amerikan Y\u00f6netmelikleri"},"content":{"rendered":"\n<p>T\u00fcrk Standartlar\u0131\u2019nda oldu\u011fu gibi Amerika\u2019da yay\u0131nlanan k\u0131lavuz d\u00f6k\u00fcmanlar, y\u00f6netmelikler (specifications), kodlar (codes) da kimi zaman tavsiye niteli\u011finde kimi zaman ise uygulamas\u0131 zorunlu d\u00f6k\u00fcmanlard\u0131r. \u0130lgili kurumlar taraf\u0131ndan haz\u0131rlanan y\u00f6netmelikler, genellikle model codes olarak ifade edilen d\u00f6k\u00fcmanlar i\u00e7erisine entegre edildikten sonra ilgili eyaletin meclisinde kanun haline gelmesi itibariyle uygulamaya girmi\u015f olur. \u201cBuilding Codes\u201d ifadesi bir yasa olarak d\u00fc\u015f\u00fcn\u00fclmelidir. A\u015fa\u011f\u0131daki kaynaklardan konu hakk\u0131nda genel fikir edinilebilir.<\/p>\n\n\n\n<figure class=\"wp-block-embed is-type-wp-embed is-provider-material-welding wp-block-embed-material-welding\"><div class=\"wp-block-embed__wrapper\">\n<blockquote class=\"wp-embedded-content\" data-secret=\"QUEC72dR7Y\"><a href=\"https:\/\/materialwelding.com\/what-is-the-difference-between-a-code-standard-and-specification\/\">What Is the Difference Between a Code Standard and Specification?\u200b<\/a><\/blockquote><iframe loading=\"lazy\" class=\"wp-embedded-content\" sandbox=\"allow-scripts\" security=\"restricted\" style=\"position: absolute; visibility: hidden;\" title=\"&#8220;What Is the Difference Between a Code Standard and Specification?\u200b&#8221; &#8212; Material Welding\" src=\"https:\/\/materialwelding.com\/what-is-the-difference-between-a-code-standard-and-specification\/embed\/#?secret=JX1sWiUxCn#?secret=QUEC72dR7Y\" data-secret=\"QUEC72dR7Y\" width=\"500\" height=\"282\" frameborder=\"0\" marginwidth=\"0\" marginheight=\"0\" scrolling=\"no\"><\/iframe>\n<\/div><\/figure>\n\n\n\n<p><a href=\"https:\/\/www.nist.gov\/buildings-construction\/understanding-building-codes\">https:\/\/www.nist.gov\/buildings-construction\/understanding-building-codes<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/constructionphysics.substack.com\/p\/how-building-codes-work-in-the-us\">https:\/\/constructionphysics.substack.com\/p\/how-building-codes-work-in-the-us<\/a><\/p>\n\n\n\n<p>Model Codes d\u00f6k\u00fcmanlar\u0131n\u0131 olu\u015fturan ba\u015fl\u0131ca organizasyonlar<\/p>\n\n\n\n<p>1- ICC : IBC ve IRC Yap\u0131 Y\u00f6netmelikleri ve bunlar\u0131n d\u0131\u015f\u0131nda yang\u0131n, mekanik vs ile ilgili kodlar.<\/p>\n\n\n\n<p><a href=\"https:\/\/www.iccsafe.org\">https:\/\/www.iccsafe.org<\/a><\/p>\n\n\n\n<p>2-IAPMO: Mekanik, Tesisat vs<\/p>\n\n\n\n<p><a href=\"https:\/\/www.iapmo.org\">https:\/\/www.iapmo.org<\/a><\/p>\n\n\n\n<p>3-NFPA: Yang\u0131n, yang\u0131ndan korunma, ekipmanlar vs akl\u0131n\u0131za gelebilecek her\u015fey<\/p>\n\n\n\n<p><a href=\"https:\/\/www.nfpa.org\">https:\/\/www.nfpa.org<\/a><\/p>\n\n\n\n<p>Model kodlar\u0131n i\u00e7erisine dahil edilmesi planlanan y\u00f6netmeliklerde s\u0131kl\u0131kla ANSI sertifikaland\u0131rmas\u0131 istenir, \u00f6rne\u011fin ASCE 7 \u015fartnamesi de uzun s\u00fcredir ANSI ASCE 7 olarak \u00e7\u0131kmaktad\u0131r, bu ge\u00e7i\u015fin nedeni ASCE nin kurum olarak ANSI taraf\u0131ndan sertifikaland\u0131r\u0131lmas\u0131d\u0131r.<\/p>\n\n\n\n<p><strong><em>ICC-IBC\/IRC<\/em><\/strong><\/p>\n\n\n\n<p>IBC:International Building Code<\/p>\n\n\n\n<p>IRC:International Residental Code<\/p>\n\n\n\n<p>IBC t\u00fcm binalar i\u00e7in kapsay\u0131c\u0131 bir kod iken IRC \u00e7ok daha k\u00fc\u00e7\u00fck \u00f6l\u00e7ekli konutlar i\u00e7in \u00f6zel bir y\u00f6netmeliktir. (one- and two-family dwellings and townhouses)<\/p>\n\n\n\n<p>IBC kar\u015f\u0131la\u015f\u0131lan her t\u00fcrl\u00fc problemde asl\u0131nda ilk bak\u0131lmas\u0131 gereken y\u00f6netmeliklerin ba\u015f\u0131nda gelir. ASCE de bulunan y\u00fckler, ACI da bulunan tasar\u0131m esaslar\u0131 da bu y\u00f6netmelik i\u00e7inde tekrarlan\u0131r ya da referans verilir.<\/p>\n\n\n\n<figure class=\"wp-block-image\"><img decoding=\"async\" src=\"https:\/\/lh7-rt.googleusercontent.com\/docsz\/AD_4nXfZuNYluwosJv0cjUHVxyJNtFL32mQ-gTO-VpltnVgsOmcyiO5O4dC0RTEcogMtD4kcJBS1wzZMZQc8IHo1t59siSou9RtwifYi6rGjxtS5TwxXZKG9KbKy4qyLlTWVBtr93_I66TS36bB4xXQSLSI-pYJM?key=nrowl4cbcnVx65qqBJ9r6A\" alt=\"\"\/><\/figure>\n\n\n\n<p><strong><em>ACI<\/em><\/strong><\/p>\n\n\n\n<p>ACI \u201cAmerican Concrete Institute\u201d \u00fcn ba\u015f harflerinden olu\u015fmaktad\u0131r.<\/p>\n\n\n\n<p><a href=\"https:\/\/www.concrete.org\">https:\/\/www.concrete.org<\/a><\/p>\n\n\n\n<p>Bir\u00e7ok komite raporu, y\u00f6netmelik ve standard yay\u0131nlar\u0131 mevcuttur. \u00d6nemli g\u00f6r\u00fclenlere ait bilgiler a\u015fa\u011f\u0131da liste halinde verilecektir. T\u00fcm g\u00fcncel yay\u0131nlar i\u00e7in a\u015fa\u011f\u0131 adresten detayl\u0131 arama yap\u0131labilir.<\/p>\n\n\n\n<p><a href=\"https:\/\/www.concrete.org\/publications\/collectiononline\/collectionsearch.aspx\">https:\/\/www.concrete.org\/publications\/collectiononline\/collectionsearch.aspx<\/a><\/p>\n\n\n\n<p>14-12-2022 itibari ile g\u00fcncel ACI yay\u0131n listesi a\u015fa\u011f\u0131daki \u015fekildedir. <\/p>\n\n\n\n<p>(COLUSB22: 2022 USB ACI Collection of Concrete Codes, Specifications, and Practices-949$ sat\u0131\u015f fiyat\u0131 bulunmaktad\u0131r.) \u201cM\u201d harfi d\u00f6k\u00fcman\u0131n metrik birimlerle haz\u0131rland\u0131\u011f\u0131n\u0131,<\/p>\n\n\n\n<p>117-10 Reapproved 2015 Specification for Tolerances for Concrete Construction and Materials (ACI 117-10) and Commentary<\/p>\n\n\n\n<p>117M-10 Reapproved 2015 Specification for Tolerances for Concrete Construction and Materials (ACI 117M-10) and Commentary (ACI 117RM-10)<\/p>\n\n\n\n<p>117.1R-14 Guide for Tolerance Compatibility in Concrete Construction<\/p>\n\n\n\n<p>121R-08 Guide for Concrete Construction Quality Systems in Conformance with ISO 9001<\/p>\n\n\n\n<p>121.1R-16 Guide to Quality Management Auditing in the Concrete Industry<\/p>\n\n\n\n<p>122R-14 Guide to Thermal Properties of Concrete and Masonry Systems<\/p>\n\n\n\n<p>130R-19 Report on the Role of Materials in Sustainable Concrete Construction<\/p>\n\n\n\n<p>131.1R-14 Information Delivery Manual (IDM) for Cast-in-Place Concrete<\/p>\n\n\n\n<p>131.2R-17 Guide to Use of Industry Foundation Classes in Exchange of Reinforcement Models<\/p>\n\n\n\n<p>132R-14 Guide for Responsibility in Concrete Construction<\/p>\n\n\n\n<p>201.1R-08 Guide for Conducting a Visual Inspection of Concrete in Service<\/p>\n\n\n\n<p>201.2R-16 Guide to Durable Concrete<\/p>\n\n\n\n<p>201.3T-19 Joint Deterioration and Chloride-Based Deicing Chemicals<\/p>\n\n\n\n<p>207.1R-05 Reapproved 2012 Guide to Mass Concrete<\/p>\n\n\n\n<p>207.2R-07 Report on Thermal and Volume Change Effects on Cracking of Mass Concrete<\/p>\n\n\n\n<p>207.3R-18 Report on Practices for Evaluation of Concrete in Existing Massive Structures for Service Conditions<\/p>\n\n\n\n<p>207.4R-20 Report on Cooling and Insulating Systems for Mass Concrete<\/p>\n\n\n\n<p>207.5R-11 Report on Roller-Compacted Mass Concrete<\/p>\n\n\n\n<p>207.6R-17 Report on the Erosion of Concrete in Hydraulic Structures<\/p>\n\n\n\n<p>209R-92 Reapproved 2008 Prediction of Creep, Shrinkage, and Temperature Effects in Concrete Structures<\/p>\n\n\n\n<p>209.2R-08 Guide for Modeling and Calculating Shrinkage and Creep in Hardened Concrete<\/p>\n\n\n\n<p>211.1-91 Reapproved 2009 Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete<\/p>\n\n\n\n<p>211.4R-08 Guide for Selecting Proportions for High-Strength Concrete Using Portland Cement and Other Cementitious Materials<\/p>\n\n\n\n<p>211.5R-14 Guide for Submittal of Concrete Proportions<\/p>\n\n\n\n<p>211.6T-14 Aggregate Suspension Mixture Proportioning Method<\/p>\n\n\n\n<p>211.7R-20 Guide for Proportioning Concrete Mixtures with Ground Calcium Carbonate and Other Mineral Fillers<\/p>\n\n\n\n<p>211.8R-15 Guide to Troubleshooting Concrete Mixture Issues as Influenced by Constitutive Materials, Jobsite Conditions, or Testing Practices<\/p>\n\n\n\n<p>211.9R-18 Guide to Selecting Proportions for Pumpable Concrete<\/p>\n\n\n\n<p>212.3R-16 Report on Chemical Admixtures for Concrete<\/p>\n\n\n\n<p>213R-14 Guide for Structural Lightweight-Aggregate Concrete<\/p>\n\n\n\n<p>214R-11 Reapproved 2019 Guide to Evaluation of Strength Test Results of Concrete<\/p>\n\n\n\n<p>214RS-11 Gu\u00eda para la evaluaci\u00f3n de resultados de ensayos de resistencia del concreto<\/p>\n\n\n\n<p>PRC-214.4-21 Obtaining Cores and Interpreting Core Compressive Strength Results\u2014Guide<\/p>\n\n\n\n<p>216.1-14 Reapproved 2019 Code Requirements for Determining Fire Resistance of Concrete and Masonry Construction Assemblies<\/p>\n\n\n\n<p>216.1M-14 Reapproved 2019 Code Requirements for Determining Fire Resistance of Concrete and Masonry Construction Assemblies<\/p>\n\n\n\n<p>221R-96 Reapproved 2001 Guide for Use of Normal Weight and Heavyweight Aggregates in Concrete<\/p>\n\n\n\n<p>221.1R-98 Reapproved 2008 Report on Alkali-Aggregate Reactivity<\/p>\n\n\n\n<p>222R-19 Guide to Protection of Reinforcing Steel in Concrete against Corrosion<\/p>\n\n\n\n<p>222.2R-14 Report on Corrosion of Prestressing Steels<\/p>\n\n\n\n<p>222.3R-11 Guide to Design and Construction Practices to Mitigate Corrosion of Reinforcement in Concrete Structures<\/p>\n\n\n\n<p>PRC-223-21 Shrinkage-Compensating Concrete\u2014Guide<\/p>\n\n\n\n<p>224R-01 Reapproved 2008 Control of Cracking in Concrete Structures<\/p>\n\n\n\n<p>224.1R-07 Causes, Evaluation, and Repair of Cracks in Concrete Structures<\/p>\n\n\n\n<p>224.2R-92 Reapproved 2004 Cracking of Concrete Members in Direct Tension<\/p>\n\n\n\n<p>224.3R-95 Reapproved 2013 Joints in Concrete Construction<\/p>\n\n\n\n<p>224.4R-13 Guide to Design Detailing to Mitigate Cracking<\/p>\n\n\n\n<p>225R-19 Guide to the Selection and Use of Hydraulic Cements<\/p>\n\n\n\n<p>225.1T-20 TechNote: Removal of Optional Alkali Limit in Standard Specifications for Portland Cement<\/p>\n\n\n\n<p>228.1R-19 Report on Methods for Estimating In-Place Concrete Strength<\/p>\n\n\n\n<p>228.2R-13 Report on Nondestructive Test Methods for Evaluation of Concrete in Structures<\/p>\n\n\n\n<p>229R-13 Report on Controlled Low-Strength Materials<\/p>\n\n\n\n<p>230.1R-09 Report on Soil Cement<\/p>\n\n\n\n<p>231R-10 Reapproved 2020 Report on Early-Age Cracking: Causes, Measurement, and Mitigation<\/p>\n\n\n\n<p>232.1R-12 Report on the Use of Raw or Processed Natural Pozzolans in Concrete<\/p>\n\n\n\n<p>232.2R-18 Report on the Use of Fly Ash in Concrete<\/p>\n\n\n\n<p>232.3R-14 Report on High-Volume Fly Ash Concrete for Structural Applications<\/p>\n\n\n\n<p>232.4T-20 TechNote: Limits on the Proportions of Fly Ash in Concrete<\/p>\n\n\n\n<p>233R-17 Guide to the Use of Slag Cement in Concrete and Mortar<\/p>\n\n\n\n<p>234R-06 Reapproved 2012 Guide for the Use of Silica Fume in Concrete<\/p>\n\n\n\n<p>237R-07 Reapproved 2019 Self-Consolidating Concrete<\/p>\n\n\n\n<p>PRC-237.2-21 Self-Consolidating Concrete Form Pressure: Primary Factors and Prediction Models\u2014Report<\/p>\n\n\n\n<p>238.1R-08 Report on Measurements of Workability and Rheology of Fresh Concrete<\/p>\n\n\n\n<p>238.2T-14 Concrete Thixotropy<\/p>\n\n\n\n<p>239R-18 Ultra-High-Performance Concrete: An Emerging Technology Report<\/p>\n\n\n\n<p>241R-17 Report on the Application of Nanotechnology and Nanomaterials in Concrete<\/p>\n\n\n\n<p>301-20 Specifications for Structural Concrete<\/p>\n\n\n\n<p>301M-20 Specifications for Structural Concrete<\/p>\n\n\n\n<p>302.1R-15 Guide to Concrete Floor and Slab Construction<\/p>\n\n\n\n<p>302.2R-06 Guide for Concrete Slabs that Receive Moisture-Sensitive Flooring Materials<\/p>\n\n\n\n<p>303R-12 Guide to Cast-in-Place Architectural Concrete Practice<\/p>\n\n\n\n<p>304R-00 Reapproved 2009 Guide for Measuring, Mixing, Transporting, and Placing Concrete<\/p>\n\n\n\n<p>304.2R-17 Guide to Placing Concrete by Pumping Methods<\/p>\n\n\n\n<p>304.3R-20 Heavyweight Concrete: Measuring, Mixing, Transporting, and Placing<\/p>\n\n\n\n<p>304.4R-20 Guide to Placing Concrete with Belt Conveyors<\/p>\n\n\n\n<p>304.6R-09 Reapproved 2019 Guide for Use of Volumetric-Measuring and Continuous-Mixing Concrete Equipment<\/p>\n\n\n\n<p>305R-20 Guide to Hot Weather Concreting<\/p>\n\n\n\n<p>305.1-14 Reapproved 2020 Specification for Hot Weather Concreting<\/p>\n\n\n\n<p>305.1M-14 Specification for Hot Weather Concreting<\/p>\n\n\n\n<p>306R-16 Guide to Cold Weather Concreting<\/p>\n\n\n\n<p>306.1-90 Reapproved 2002 Standard Specification for Cold Weather Concreting<\/p>\n\n\n\n<p>307-08 Code Requirements for Reinforced Concrete Chimneys (ACI 307-08) and Commentary<\/p>\n\n\n\n<p>308R-16 Guide to External Curing Concrete of Concrete<\/p>\n\n\n\n<p>(308-213)R-13 Report on Internally Cured Concrete Using Prewetted Absorptive Lightweight Aggregate<\/p>\n\n\n\n<p>308.1-11 Specification for Curing Concrete<\/p>\n\n\n\n<p>309R-05 Guide for Consolidation of Concrete<\/p>\n\n\n\n<p>309.1R-08 Report on Behavior of Fresh Concrete During Vibration<\/p>\n\n\n\n<p>309.2R-15 Guide to Identification and Control of Visible Surface Effects of Consolidation on Formed Concrete Surfaces<\/p>\n\n\n\n<p>309.5R-00 Reapproved 2006 Compaction of Roller-Compacted Concrete<\/p>\n\n\n\n<p>310R-19 Guide to Decorative Concrete<\/p>\n\n\n\n<p>310.1-20 Specification for Polished Concrete Slab Finishes<\/p>\n\n\n\n<p>311.4R-05 Guide for Concrete Inspection<\/p>\n\n\n\n<p>311.6-18 Specification for Testing Ready Mixed Concrete<\/p>\n\n\n\n<p>311.7-18 Specification for Inspection of Concrete Construction<\/p>\n\n\n\n<p>313-16 Design Specification for Concrete Silos and Stacking Tubes for Storing Granular Materials (ACI 313-16) and Commentary<\/p>\n\n\n\n<p>314R-16 Guide to Simplified Design for Reinforced Concrete Buildings<\/p>\n\n\n\n<p>314RS-16 Gu\u00eda para el dise\u00f1o simplificado de edificaciones en concreto reforzado<\/p>\n\n\n\n<p>315R-18 Guide to Presenting Reinforcing Steel Design Details<\/p>\n\n\n\n<p>318-19 Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19)<\/p>\n\n\n\n<p>318M-19 Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19)<\/p>\n\n\n\n<p>318S-19 Requisitos de Reglamento para Concreto Estructural (ACI 318-19) y Comentario (ACI 318R-19)<\/p>\n\n\n\n<p>318.2-19 Building Code Requirements for Concrete Thin Shells (ACI 318.2-19) and Commentary (ACI 318.2R-19)<\/p>\n\n\n\n<p>318.2M-19 Building Code Requirements for Concrete Thin Shells (ACI 318.2-19) and Commentary (ACI 318.2R-19)<\/p>\n\n\n\n<p>325.9R-15 Guide for Construction of Concrete Pavements<\/p>\n\n\n\n<p>325.11R-19 Report on Accelerated Techniques for Concrete Paving<\/p>\n\n\n\n<p>325.12R-02 Reapproved 2019 Guide for Design of Jointed Concrete Pavements for Streets and Local Roads<\/p>\n\n\n\n<p>325.13R-06 Reapproved 2019 Concrete Overlays for Pavement Rehabilitation<\/p>\n\n\n\n<p>325.14R-17 Guide for Design and Proportioning of Concrete Mixtures for Pavements<\/p>\n\n\n\n<p>327R-14 Guide to Roller-Compacted Concrete Pavements<\/p>\n\n\n\n<p>PRC-327.1-21 In-Place Density Testing of Freshly Placed Roller-Compacted Concrete by Nuclear Gauge Testing\u2014TechNote<\/p>\n\n\n\n<p>329R-14 Report on Performance-Based Requirements for Concrete<\/p>\n\n\n\n<p>329.1T-18 Minimum Cementitious Materials Content in Specifications<\/p>\n\n\n\n<p>PRC-330-21 Commercial Concrete Parking Lots and Site Paving Design and Construction\u2014Guide<\/p>\n\n\n\n<p>330.1-14 Reapproved 2020 Specification for Unreinforced Concrete Parking Lots and Site Paving<\/p>\n\n\n\n<p>330.1M-14 Specification for Unreinforced Concrete Parking Lots and Site Paving<\/p>\n\n\n\n<p>330.2R-17 Reapproved 2020 Guide for the Design and Construction of Concrete Site Paving for Industrial and Trucking Facilities<\/p>\n\n\n\n<p>332-20 Code Requirements for Residential Concrete (ACI 332-20) and Commentary<\/p>\n\n\n\n<p>332M-20 Code Requirements for Residential Concrete (ACI 332-20) and Commentary<\/p>\n\n\n\n<p>332.1R-18 Guide to Residential Concrete Construction<\/p>\n\n\n\n<p>334.1R-92 Reapproved 2002 Concrete Shell Structures\u2014Practice and Commentary<\/p>\n\n\n\n<p>334.3R-05 Reapproved 2020 Construction of Concrete Shells Using Inflated Forms<\/p>\n\n\n\n<p>336.1-01 Specification for the Construction of Drilled Piers<\/p>\n\n\n\n<p>336.3R-14 Report on Design and Construction of Drilled Piers<\/p>\n\n\n\n<p>341.2R-14 Report on Analysis and Design of Seismic-Resistant Concrete Bridge Systems<\/p>\n\n\n\n<p>341.3R-07 Seismic Evaluation and Retrofit Techniques for Concrete Bridges<\/p>\n\n\n\n<p>341.4R-16 Report on the Seismic Design of Bridge Columns Based on Drift<\/p>\n\n\n\n<p>342R-16 Report on Flexural Live Load Distribution Methods for Evaluating Existing Bridges<\/p>\n\n\n\n<p>343R-95 Reapproved 2004 Analysis and Design of Reinforced Concrete Bridge Structures<\/p>\n\n\n\n<p>343.1R-12 Guide for the Analysis and Design of Reinforced and Prestressed Concrete Guideway Structures<\/p>\n\n\n\n<p>345R-11 Guide for Concrete Highway Bridge Deck Construction<\/p>\n\n\n\n<p>345.1R-16 Guide to Maintenance of Concrete Bridge Members<\/p>\n\n\n\n<p>345.2R-13 Guide for Widening Highway Bridges<\/p>\n\n\n\n<p>347R-14 Guide to Formwork for Concrete<\/p>\n\n\n\n<p>347.2R-17 Guide for Shoring\/Reshoring of Concrete Multistory Buildings<\/p>\n\n\n\n<p>347.3R-13 Guide to Formed Concrete Surfaces<\/p>\n\n\n\n<p>349-13 Code Requirements for Nuclear Safety-Related Concrete Structures (ACI 349-13) and Commentary<\/p>\n\n\n\n<p>349M-13 Code Requirements for Nuclear Safety-Related Concrete Structures (ACI 349-13) and Commentary<\/p>\n\n\n\n<p>349.1R-07 Reinforced Concrete Design for Thermal Effects on Nuclear Power Plant Structures<\/p>\n\n\n\n<p>349.2R-07 Reapproved 2020 Concrete Capacity Design (CCD) Method\u2014Embedment Design Examples\u2014Guide<\/p>\n\n\n\n<p>349.3R-18 Report on Evaluation and Repair of Existing Nuclear Safety-Related Concrete Structures<\/p>\n\n\n\n<p>350-20 Code Requirements for Environmental Engineering Concrete Structures (ACI 350-20) and Commentary<\/p>\n\n\n\n<p>350.1-10 Specification for Tightness Testing of Environmental Engineering Concrete Containment Structures (ACI 350.1-10) and Commentary<\/p>\n\n\n\n<p>350.1M-10 Specification for Tightness Testing of Environmental Engineering Concrete Containment Structures (ACI 350.1-10) and Commentary<\/p>\n\n\n\n<p>PRC-350.2-21 Concrete Structures for Containment of Hazardous Materials<\/p>\n\n\n\n<p>350.3-20 Seismic Design of Liquid-Containing Concrete Structures (ACI 350.3-20) and Commentary<\/p>\n\n\n\n<p>350.4R-04 Design Considerations for Environmental Engineering Concrete Structures<\/p>\n\n\n\n<p>350.5-12 Specifications for Environmental Concrete Structures<\/p>\n\n\n\n<p>350.5M-12 Specifications for Environmental Concrete Structures<\/p>\n\n\n\n<p>351.1R-12 Report on Grouting between Foundations and Bases for Support of Equipment and Machinery<\/p>\n\n\n\n<p>351.2R-10 Reapproved 2020 Report on Foundations for Static Equipment<\/p>\n\n\n\n<p>351.3R-18 Report on Foundations for Dynamic Equipment<\/p>\n\n\n\n<p>351.4-14 Specification for Installation of Cementitious Grouting between Foundations and Equipment Bases<\/p>\n\n\n\n<p>351.4M-14 Specification for Installation of Cementitious Grouting between Foundations and Equipment Bases<\/p>\n\n\n\n<p>351.5-15 Specification for Installation of Epoxy Grout between Foundations and Equipment Bases<\/p>\n\n\n\n<p>351.5M-15 Specification for Installation of Epoxy Grout between Foundations and Equipment Bases<\/p>\n\n\n\n<p>352R-02 Reapproved 2010 Recommendations for Design of Beam-Column Connections in Monolithic Reinforced Concrete Structures<\/p>\n\n\n\n<p>352.1R-11 Guide for Design of Slab-Column Connections in Monolithic Concrete Structures<\/p>\n\n\n\n<p>355.2-19 Qualification of Post-Installed Mechanical Anchors in Concrete (ACI 355.2-19) and Commentary<\/p>\n\n\n\n<p>355.4-19 Qualification of Post-Installed Adhesive Anchors in Concrete (ACI 355.4-19) and Commentary<\/p>\n\n\n\n<p>355.4M-19 Qualification of Post-Installed Adhesive Anchors in Concrete (ACI 355.4M-19) and Commentary<\/p>\n\n\n\n<p>357R-84 Reapproved 1997 Guide for the Design and Construction of Fixed Offshore Concrete Structures<\/p>\n\n\n\n<p>357.2R-10 Report on Floating and Float-In Concrete Structures<\/p>\n\n\n\n<p>357.3R-14 Guide for Design and Construction of Waterfront and Coastal Concrete Marine Structures<\/p>\n\n\n\n<p>359-17 Code for Concrete Containments (Synopsis only)<\/p>\n\n\n\n<p>360R-10 Guide to Design of Slabs-on-Ground<\/p>\n\n\n\n<p>362.1R-12 Guide for the Design and Construction of Durable Concrete Parking Structures<\/p>\n\n\n\n<p>PRC-362.2-21 Parking Structure Structural Maintenance\u2014Guide<\/p>\n\n\n\n<p>363R-10 Report on High-Strength Concrete<\/p>\n\n\n\n<p>363.2R-11 Guide to Quality Control and Assurance of High-Strength Concrete<\/p>\n\n\n\n<p>364.1R-19 Guide for Assessment of Concrete Structures before Rehabilitation<\/p>\n\n\n\n<p>PRC-364.2-21 Increasing Shear Capacity within Existing Reinforced Concrete Structures\u2014TechNote<\/p>\n\n\n\n<p>364.3R-09 Guide for Cementitious Repair Material Data Sheet<\/p>\n\n\n\n<p>364.3T-15 Treatment of Exposed Epoxy-Coated Reinforcement in Repair<\/p>\n\n\n\n<p>PRC-364.4-21 Determining the Load Capacity of a Structure When Structural Drawings are Unavailable\u2014TechNote<\/p>\n\n\n\n<p>PRC-364.5-21 Importance of Modulus of Elasticity in Surface Repair Materials\u2014TechNote<\/p>\n\n\n\n<p>364.6T-02 Reapproved 2011 Concrete Removal in Repairs Involving Corroded Reinforcing Steel<\/p>\n\n\n\n<p>PRC-364.7-21 Evaluation and Minimization of Bruising in Concrete Repair\u2014TechNote<\/p>\n\n\n\n<p>364.8T-02 Reapproved 2011 Use of Hydrodemolition for Concrete Removal in Unbonded Post-Tensioned Systems<\/p>\n\n\n\n<p>PRC-364.9-21 Cracks in a Concrete Repair\u2014TechNote<\/p>\n\n\n\n<p>364.10T-14 Rehabilitation of Structure with Reinforcement Section Loss<\/p>\n\n\n\n<p>364.11T-15 Managing Alkali-Aggregate Reaction Expansion in Mass Concrete<\/p>\n\n\n\n<p>364.12T-15 Repair of Leaking Cracks in Walls of Liquid Containment Structures<\/p>\n\n\n\n<p>364.13T-15 Repairs for Reinforcement with Shallow Cover<\/p>\n\n\n\n<p>364.14T-17 Section Loss Determination of Damaged or Corroded Reinforcing Steel Bars<\/p>\n\n\n\n<p>364.15T-18 Significance of the Shrinkage-Compensating and Nonshrink Labels on Packaged Repair Materials<\/p>\n\n\n\n<p>364.16T-18 Physical Properties and Characteristics Affecting the Sensitivity to Cracking of Cementitious Repair Materials<\/p>\n\n\n\n<p>364.17T-18 How to Measure pH of a Concrete Surface prior to Installation of a Floor Covering<\/p>\n\n\n\n<p>365.1R-17 Report on Service Life Prediction<\/p>\n\n\n\n<p>369R-11 Guide for Seismic Rehabilitation of Existing Concrete Frame Buildings and Commentary<\/p>\n\n\n\n<p>369.1-17 Standard Requirements for Seismic Evaluation and Retrofit of Exisiting Concrete Buildings (ACI 369.1-17) and Commentary<\/p>\n\n\n\n<p>369.1M-17 Standard Requirements for Seismic Evaluation and Retrofit of Exisiting Concrete Buildings (ACI 369.1M-17) and Commentary<\/p>\n\n\n\n<p>370R-14 Report for the Design of Concrete Structures for Blast Effects<\/p>\n\n\n\n<p>371R-16 Guide for the Analysis, Design, and Construction of Elevated Concrete and Composite Steel-Concrete Water Storage Tanks<\/p>\n\n\n\n<p>372R-13 Guide to Design and Construction of Circular Wire- and Strand-Wrapped Prestressed Concrete Structures<\/p>\n\n\n\n<p>374.1-05 Reapproved 2019 Acceptance Criteria for Moment Frames Based on Structural Testing (ACI 374.1-05) and Commentary<\/p>\n\n\n\n<p>374.2R-13 Guide for Testing Reinforced Concrete Structural Elements under Slowly Applied Simulated Seismic Loads<\/p>\n\n\n\n<p>374.3R-16 Guide to Nonlinear Modeling Parameters for Earthquake-Resistant Structures<\/p>\n\n\n\n<p>376-11 Code Requirements for Design and Construction of Concrete Structures for the Containment of Refrigerated Liquefied Gases (ACI 376-11) and Commentary<\/p>\n\n\n\n<p>376M-11 Code Requirements for Design and Construction of Concrete Structures for the Containment of Refrigerated Liquefied Gases (ACI 376M-11) and Commentary<\/p>\n\n\n\n<p>PRC-377-21 Integrity and Collapse Resistance of Structural Concrete Floor Systems\u2014Report<\/p>\n\n\n\n<p>408R-03 Reapproved 2012 Bond and Development of Straight Reinforcing Bars in Tension<\/p>\n\n\n\n<p>408.2R-12 Report on Bond of Steel Reinforcing Bars Under Cyclic Loads<\/p>\n\n\n\n<p>408.3R-09 Guide for Lap Splice and Development Length of High Relative Rib Area Reinforcing Bars in Tension and Commentary<\/p>\n\n\n\n<p>421.1R-20 Guide to Shear Reinforcement for Slabs<\/p>\n\n\n\n<p>PRC-421.2-21 Seismic Design of Punching Shear Reinforcement in Flat Plates\u2014Guide<\/p>\n\n\n\n<p>421.3R-15 Guide to Design of Reinforced Two-Way Slab Systems<\/p>\n\n\n\n<p>423.3R-17 Recommendations for Concrete Members Prestressed with Single-Strand Unbonded Tendons<\/p>\n\n\n\n<p>423.4R-14 Report on Corrosion and Repair of Unbonded Single-Strand Tendons<\/p>\n\n\n\n<p>423.7-14 Specification for Unbonded Single-Strand Tendon Materials<\/p>\n\n\n\n<p>PRC-423.8-21 Corrosion and Repair of Post-Tensioning Tendon Systems\u2014Report<\/p>\n\n\n\n<p>423.10R-16 Guide to Estimating Prestress Losses<\/p>\n\n\n\n<p>435R-20 Report on Deflection of Nonprestressed Concrete Structures<\/p>\n\n\n\n<p>435.8R-85 Reapproved 1997 Observed Deflections of Reinforced Concrete Slab Systems, and Causes of Large Deflections (Synopsis only)<\/p>\n\n\n\n<p>437R-19 Strength Evaluation of Existing Concrete Buildings<\/p>\n\n\n\n<p>437.1R-07 Load Tests of Concrete Structures: Methods, Magnitude, Protocols, and Acceptance Criteria<\/p>\n\n\n\n<p>437.2-13 Code Requirements for Load Testing of Existing Concrete Structures (ACI 437.2-13) and Commentary<\/p>\n\n\n\n<p>437.2M-13 Code Requirements for Load Testing of Existing Concrete Structures (ACI 437.2M-13) and Commentary<\/p>\n\n\n\n<p>439.3R-07 Types of Mechanical Splices for Reinforcing Bars<\/p>\n\n\n\n<p>439.4R-09 Reapproved 2017 Report on Steel Reinforcement\u2014Material Properties and U.S. Availability<\/p>\n\n\n\n<p>439.5R-18 Guide for the Specification, Manufacture, and Construction Use of Welded Wire Reinforcement<\/p>\n\n\n\n<p>439.6R-19 Guide for the Use of ASTM A1035\/A1035M Type CS Grade 100 (690) Steel Bars for Structural Concrete<\/p>\n\n\n\n<p>440R-07 Report on Fiber-Reinforced Polymer (FRP) Reinforcement for Concrete Structures<\/p>\n\n\n\n<p>440.1R-15 Guide for the Design and Construction of Structural Concrete Reinforced with Fiber-Reinforced Polymer (FRP) Bars<\/p>\n\n\n\n<p>440.2R-17 Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures<\/p>\n\n\n\n<p>440.3R-12 Guide Test Methods for Fiber-Reinforced Polymer (FRP) Composites for Reinforcing or Strengthening Concrete and Masonry Structures<\/p>\n\n\n\n<p>440.4R-04 Reapproved 2011 Prestressing Concrete Structures with FRP Tendons<\/p>\n\n\n\n<p>440.5-08 Specification for Construction with Fiber-Reinforced Polymer Reinforcing Bars<\/p>\n\n\n\n<p>440.6-08 Reapproved 2017 Specification for Carbon and Glass Fiber-Reinforced Polymer Bar Materials for Concrete Reinforcement<\/p>\n\n\n\n<p>440.7R-10 Guide for the Design and Construction of Externally Bonded Fiber-Reinforced Polymer Systems for Strengthening Unreinforced Masonry Structures<\/p>\n\n\n\n<p>440.8-13 Specification for Carbon and Glass Fiber-Reinforced Polymer (FRP) Materials Made by Wet Layup for External Strengthening of Concrete and Masonry Structures<\/p>\n\n\n\n<p>440.9R-15 Guide to Accelerated Conditioning Protocols for Durability Assessment of Internal and External Fiber-Reinforced Polymer (FRP) Reinforcement<\/p>\n\n\n\n<p>PRC-440.10-21 Fire Resistance of FRP-Strengthening Concrete Members\u2014TechNote<\/p>\n\n\n\n<p>441R-96 High-Strength Concrete Columns<\/p>\n\n\n\n<p>441.1R-18 Report on Equivalent Rectangular Concrete Stress Block and Transverse Reinforcement for High-Strength Concrete Columns<\/p>\n\n\n\n<p>PRC-444.2-21 Concrete Structure Structural Health Monitoring Technologies\u2014Report<\/p>\n\n\n\n<p>445R-99 Reapproved 2015 Recent Approaches to Shear Design of Structural Concrete<\/p>\n\n\n\n<p>445.1R-12 Reapproved 2021 Report on Torsion in Structural Concrete<\/p>\n\n\n\n<p>PRC-445.2-21 Strut-and-Tie Method Guidelines for ACI 318-19\u2014Guide<\/p>\n\n\n\n<p>446.1R-91 Reapproved 1999 Fracture Mechanics of Concrete: Concepts, Models and Determination of Material Properties (Synopsis only)<\/p>\n\n\n\n<p>446.3R-97 Finite Element Analysis of Fracture in Concrete Structures<\/p>\n\n\n\n<p>447R-18 Design Guide for Twisting Moments in Slabs<\/p>\n\n\n\n<p>447.1R-18 Report on the Modeling Techniques Used in Finite Element Simulations of Concrete Structures Strengthened Using Fiber-Reinforced Polymer (FRP) Materials<\/p>\n\n\n\n<p>503.3-10 Specification for Producing a Skid-Resistant Surface on Concrete by the Use of Epoxy and Aggregate<\/p>\n\n\n\n<p>503.3M-10 Specification for Producing a Skid-Resistant Surface on Concrete by the Use of Epoxy and Aggregate<\/p>\n\n\n\n<p>503.4-92 Reapproved 2003 Standard Specification for Repairing Concrete with Epoxy Mortars<\/p>\n\n\n\n<p>503.5R-92 Reapproved 2003 Guide for the Selection of Polymer Adhesives with Concrete<\/p>\n\n\n\n<p>506R-16 Guide to Shotcrete<\/p>\n\n\n\n<p>PRC-506.1-21 Fiber-Reinforced Shotcrete\u2014Guide<\/p>\n\n\n\n<p>506.2-13 Reapproved 2018 Specification for Shotcrete<\/p>\n\n\n\n<p>506.2M-13 Reapproved 2018 Specification for Shotcrete<\/p>\n\n\n\n<p>506.4R-19 Guide for the Evaluation of Shotcrete<\/p>\n\n\n\n<p>506.5R-09 Reapproved 2016 Guide for Specifying Underground Shotcrete<\/p>\n\n\n\n<p>506.6T-17 Visual Shotcrete Core Quality Evaluation<\/p>\n\n\n\n<p>515.2R-13 Guide to Selecting Protective Treatments for Concrete<\/p>\n\n\n\n<p>515.3R-20 Guide for Assessment and Surface Preparation for Application of Protection Systems for Concrete<\/p>\n\n\n\n<p>522R-10 Reapproved 2011 Report on Pervious Concrete<\/p>\n\n\n\n<p>522.1-20 Specification for Construction of Pervious Concrete Pavement<\/p>\n\n\n\n<p>523.1R-06 Guide for Cast-in-Place Low-Density Cellular Concrete<\/p>\n\n\n\n<p>523.2R-96 Guide for Precast Cellular Concrete Floor, Roof, and Wall Units<\/p>\n\n\n\n<p>523.3R-14 Guide for Cellular Concretes above 50 lb\/ft3 (800 kg\/m3)<\/p>\n\n\n\n<p>524R-16 Guide to Portland Cement-Based Plaster<\/p>\n\n\n\n<p>526R-19 Guide for Design and Construction with Autoclaved Aerated Concrete Panels<\/p>\n\n\n\n<p>530-13\/TMS 402-13\/ASCE 5-13 Building Code Requirements and Specification for Masonry Structures<\/p>\n\n\n\n<p>533R-11 Reapproved 2021 Guide for Precast Concrete Wall Panels<\/p>\n\n\n\n<p>533.1R-20 Guide for Design and Construction Responsibilities for Architectural Precast Concrete<\/p>\n\n\n\n<p>533.5R-20 Guide for Precast Concrete Tunnel Segments<\/p>\n\n\n\n<p>543R-12 Guide to Design, Manufacture, and Installation of Concrete Piles<\/p>\n\n\n\n<p>544.1R-96 Reapproved 2009 Report on Fiber Reinforced Concrete<\/p>\n\n\n\n<p>544.2R-17 Report on the Measurement of Fresh State Properties and Fiber Dispersion of Fiber-Reinforced Concrete<\/p>\n\n\n\n<p>544.3R-08 Guide for Specifying, Proportioning, and Production of Fiber-Reinforced Concrete<\/p>\n\n\n\n<p>544.4R-18 Guide to Design with Fiber-Reinforced Concrete<\/p>\n\n\n\n<p>544.5R-10 Report on the Physical Properties and Durability of Fiber-Reinforced Concrete<\/p>\n\n\n\n<p>544.6R-15 Report on Design and Construction of Steel Fiber-Reinforced Concrete Elevated Slabs<\/p>\n\n\n\n<p>544.7R-16 Report on Design and Construction of Fiber-Reinforced Precast Concrete Tunnel Segments<\/p>\n\n\n\n<p>544.8R-16 Report on Indirect Method to Obtain Stress-Strain Response of Fiber-Reinforced Concrete (FRC)<\/p>\n\n\n\n<p>544.9R-17 Report on Measuring Mechanical Properties of Hardened Fiber-Reinforced Concrete<\/p>\n\n\n\n<p>PRC-544.10-21 Fiber Effect on Reducing the Permeability of Cracked Concrete Structures\u2014TechNote<\/p>\n\n\n\n<p>546R-14 Guide to Concrete Repair<\/p>\n\n\n\n<p>546.2R-20 Guide to Underwater Repair of Concrete<\/p>\n\n\n\n<p>546.3R-14 Guide to Materials Selection for Concrete Repair<\/p>\n\n\n\n<p>546.4R-20 Guide for Jobsite Quality Control and Quality Assurance of Cementitious Packaged Materials<\/p>\n\n\n\n<p>548.1R-09 Guide for the Use of Polymers in Concrete<\/p>\n\n\n\n<p>548.3R-09 Report on Polymer-Modified Concrete<\/p>\n\n\n\n<p>548.4-11 Specification for Latex-Modified Concrete Overlays<\/p>\n\n\n\n<p>548.4M-11 Specification for Latex-Modified Concrete Overlays<\/p>\n\n\n\n<p>548.5R-16 Guide for Polymer Concrete Overlays<\/p>\n\n\n\n<p>548.6R-19 Polymer Concrete: Guidelines for Structural Applications<\/p>\n\n\n\n<p>548.8-19 Specification for Type EM (Epoxy Multi-Layer) Polymer Overlay for Bridge and Parking Garage Decks<\/p>\n\n\n\n<p>548.8M-19 Specification for Type EM (Epoxy Multi-Layer) Polymer Overlay for Bridge and Parking Garage Decks<\/p>\n\n\n\n<p>548.9-08 Specification for Type ES (Epoxy Slurry) Polymer Overlay for Bridge and Parking Garage Decks<\/p>\n\n\n\n<p>548.9M-08 Specification for Type ES (Epoxy Slurry) Polymer Overlay for Bridge and Parking Garage Decks<\/p>\n\n\n\n<p>548.10-10 Specification for Type MMS (Methyl Methacrylate Slurry) Polymer Overlays for Bridge and Parking Garage Decks<\/p>\n\n\n\n<p>548.10M-10 Specification for Type MMS (Methyl Methacrylate Slurry) Polymer Overlays for Bridge and Parking Garage Decks<\/p>\n\n\n\n<p>548.11R-12 Guide for the Application of Epoxy and Latex Adhesives for Bonding Freshly Mixed and Hardened Concretes<\/p>\n\n\n\n<p>548.12-12 Specification for Bonding Hardened Concrete and Steel to Hardened Concrete with an Epoxy Adhesive<\/p>\n\n\n\n<p>SPEC-548.13-21 Multi-Component Epoxy Adhesive for Bonding to Concrete\u2014Specification<\/p>\n\n\n\n<p>548.14-14 Specification for Repairing Concrete with Epoxy Mortar<\/p>\n\n\n\n<p>548.14M-14 Specification for Repairing Concrete with Epoxy Mortar<\/p>\n\n\n\n<p>548.15-20 Specification for Crack Repair by Epoxy Injection<\/p>\n\n\n\n<p>548.15M-20 Specification for Crack Repair by Epoxy Injection<\/p>\n\n\n\n<p>549R-18 Report on Ferrocement<\/p>\n\n\n\n<p>549.1R-18 Design Guide for Ferrocement<\/p>\n\n\n\n<p>549.3R-09 Reapproved 2017 Report on Glass Fiber-Reinforced Concrete Premix<\/p>\n\n\n\n<p>549.4R-20 Guide to Design and Construction of Externally Bonded Fabric-Reinforced Cementitious Matrix and Steel-Reinforced Grout Systems for Repair and Strengthening of Concrete Structures<\/p>\n\n\n\n<p>549.5R-16 Report on Spray-up and Continuous Strand Glass Fiber-Reinforced Concrete (GFRC)<\/p>\n\n\n\n<p>549.6R-20 Guide to Design and Construction of Externally Bonded Fabric-Reinforced Cementitious Matrix (FRCM) and Steel-Reinforced Grout (SRG) Systems for Repair and Strengthening Masonry Structures<\/p>\n\n\n\n<p>550.1R-09 Reapproved 2017 Guide to Emulating Cast-in-Place Detailing for Seismic Design of Precast Concrete Structures<\/p>\n\n\n\n<p>550.2R-13 Design Guide for Connections in Precast Jointed Systems<\/p>\n\n\n\n<p>550.3-13 Design Specification for Unbonded Post-Tensioned Precast Concrete Special Moment Frames Satisfying ACI 374.1 (ACI 550.3-13) and Commentary<\/p>\n\n\n\n<p>550.3M-13 Design Specification for Unbonded Post-Tensioned Precast Concrete Special Moment Frames Satisfying ACI 374.1 (ACI 550.3M-13) and Commentary<\/p>\n\n\n\n<p>550.4-18 Qualification of Precast Concrete Diaphragm Connections and Reinforcement at Joints for Earthquake Loading (ACI 550.4-18) and Commentary (ACI 550.4R-18)<\/p>\n\n\n\n<p>550.4M-18 Qualification of Precast Concrete Diaphragm Connections and Reinforcement at Joints for Earthquake Loading (ACI 550.4M-18) and Commentary (ACI 550.4RM-18)<\/p>\n\n\n\n<p>550.5-18 Code Requirements for the Design of Precast Concrete Diaphragms for Earthquake Motions (ACI 550.5-18) and Commentary (ACI 550.5R-18)<\/p>\n\n\n\n<p>550.5M-18 Code Requirements for the Design of Precast Concrete Diaphragms for Earthquake Motions (ACI 550.5M-18) and Commentary (ACI 550.5RM-18)<\/p>\n\n\n\n<p>550.6-19 Acceptance Criteria for Special Unbonded Post-Tensioned Precast Structural Walls Based on Validation Testing and Commentary<\/p>\n\n\n\n<p>550.6M-19 Acceptance Criteria for Special Unbonded Post-Tensioned Precast Structural Walls Based on Validation Testing and Commentary<\/p>\n\n\n\n<p>550.7-19 Requirements for Design of a Special Unbonded Post-Tensioned Precast Shear Wall Satisfying ACI 550.6 (ACI 550.7) and Commentary<\/p>\n\n\n\n<p>551.1R-14 Guide to Tilt-Up Concrete Construction<\/p>\n\n\n\n<p>551.2R-15 Design Guide for Tilt-Up Concrete Panels<\/p>\n\n\n\n<p>PRC-551.3-21 Pitfalls of Deviating from ACI 318 Slender Wall Provisions\u2014TechNote<\/p>\n\n\n\n<p>555R-01 Removal and Reuse of Hardened Concrete<\/p>\n\n\n\n<p>560R-16 Report on Design and Construction with Insulating Concrete Forms (ICFs)<\/p>\n\n\n\n<p>CODE-562-21 Assessment, Repair, and Rehabilitation of Existing Concrete Structures\u2014Code and Commentary<\/p>\n\n\n\n<p>CODE-562-21 Assessment, Repair, and Rehabilitation of Existing Concrete Structures\u2014Code and Commentary (SI Units)<\/p>\n\n\n\n<p>563-18 Specifications for Repair of Concrete in Buildings (ACI 563-18)<\/p>\n\n\n\n<p>ITG-4.3R-07 Report on Structural Design and Detailing for High-Strength Concrete in Moderate to High Seismic Applications<\/p>\n\n\n\n<p>ITG-7-09 Specification for Tolerances for Precast Concrete<\/p>\n\n\n\n<p>ITG-7M-09 Specification for Tolerances for Precast Concrete<\/p>\n\n\n\n<p>ITG-9R-16 Report on Design of Concrete Wind Turbine Towers<\/p>\n\n\n\n<p>ITG-10R-18 Practitioner\u2019s Guide for Alternative Cements<\/p>\n\n\n\n<p>ITG-10.1R-18 Report on Alternative Cements<\/p>\n\n\n\n<p>AASHTO \u201cYay\u0131n Katalo\u011fu\u201d di\u011fer standartlar gibi s\u00fcrekli g\u00fcncellenerek payla\u015f\u0131lmaktad\u0131r. 15-10-2022 itibari ile yay\u0131n listesi a\u015fa\u011f\u0131dad\u0131r.<\/p>\n\n\n\n<figure class=\"wp-block-embed\"><div class=\"wp-block-embed__wrapper\">\nhttps:\/\/drive.google.com\/file\/d\/12qJlqU6YUgKx_eEDiw43Stz3sTEoM03Y\/view?usp=drive_link\n<\/div><\/figure>\n\n\n\n<figure class=\"wp-block-image\"><img decoding=\"async\" src=\"https:\/\/lh7-rt.googleusercontent.com\/docsz\/AD_4nXffGHvK6lZkUhQSwo2CF4Dq3jzQx5X0Gn0vmcnTx0v_t4ZANhtvygrZQpafB0Tbg9IB42YGKxGYXWAy5T7_F5yjrZrr519e-ZV3CQiR37JmkJ2AEpYNazgyfdRkUBEg788oMccK9ubNCNaUrg0M0328epU?key=nrowl4cbcnVx65qqBJ9r6A\" alt=\"\"\/><\/figure>\n\n\n\n<p><a href=\"https:\/\/civil-str.com\/wp-content\/uploads\/2022\/12\/aashto_catalog.pdf\"><\/a><\/p>\n\n\n\n<p>AASHTO LRFD Bridge Design Specifications g\u00fcncel standard\u0131 2020 tarihlidir.<\/p>\n\n\n\n<figure class=\"wp-block-image\"><img decoding=\"async\" src=\"https:\/\/lh7-rt.googleusercontent.com\/docsz\/AD_4nXcPGvebRSoh5Gms5vAGtzXjHDcfupYWOSABgVdVOf6sF7tybK_qHBzBOhXqup46ONxrtxXqA6vxkEc8nSmkq6OduSyCqDQJh8ye8Q916c9_WR724GnBqjq0l7WkIVYEw2er-0glhREMtiTmC3LfpReUACrP?key=nrowl4cbcnVx65qqBJ9r6A\" alt=\"\"\/><\/figure>\n\n\n\n<p>AISC<\/p>\n\n\n\n<p>American Instiute of Steel Construction (AISC), 1921 y\u0131l\u0131nda kurulmu\u015f olan ve \u00e7elik yap\u0131lar \u00f6zelinde faaliyet g\u00f6steren bir kurumdur. Yay\u0131nlar\u0131 hem ABD hem de bir\u00e7ok \u00fclke y\u00f6netmeliklerine kaynak olmu\u015ftur, T\u00fcrk \u00c7elik \u015eartnamesi\u2019nde oldu\u011fu gibi.<\/p>\n\n\n\n<p>A\u015fa\u011f\u0131 adresten kurumun yay\u0131nlad\u0131\u011f\u0131 t\u00fcm d\u00f6k\u00fcmanlara ula\u015f\u0131labilir.<\/p>\n\n\n\n<figure class=\"wp-block-embed\"><div class=\"wp-block-embed__wrapper\">\nhttps:\/\/www.aisc.org\/publications\n<\/div><\/figure>\n\n\n\n<p>AISC 360-22 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS ve a\u015fa\u011f\u0131daki y\u00f6netmelikleri herhangi bir \u00fccret \u00f6demeden ayn\u0131 adresten indirilebilir. \u00d6nceki y\u0131llara hatta ge\u00e7ti\u011fimiz y\u00fczy\u0131l i\u00e7erisindeki y\u00f6netmelikler de \u201cHistoric Standards\u201d b\u00f6\u00fcl\u00fcm\u00fcnden eri\u015filebilir. A\u015fa\u011f\u0131 listedeki her d\u00f6k\u00fcman ayr\u0131 ayr\u0131 \u00e7ok \u00f6nemlidir ve incelenmeleri gereklidir. Kimi zaman yap\u0131m \u015fartnamesi ya da yap\u0131m ile ilgili tolerans konusunda AISC 303, civatalar ile ilgili t\u00fcm konularda RCSC Spec, sismik ba\u011flant\u0131 tasar\u0131m\u0131 ve \u00f6n onayl\u0131 (prequalified connections) ba\u011flant\u0131lar ve hesap detaylar\u0131 i\u00e7in bu d\u00f6k\u00fcmanlar kullan\u0131labilir.<\/p>\n\n\n\n<figure class=\"wp-block-image\"><img decoding=\"async\" src=\"https:\/\/lh7-rt.googleusercontent.com\/docsz\/AD_4nXevQy5CBI5xRdBTzjaxSYY6Ki0r1OYJwpt54TmVOSAmJa3pmirwkqxudXG1fmR1lPEF955hAnGeUT2f-jk-5rBLHH1VIOrna-hXVe_9LarX34NP2a_8v-9VaZFv6pa1_rhugoLaPpF5j7hTKErF3vhTKaA?key=nrowl4cbcnVx65qqBJ9r6A\" alt=\"\"\/><\/figure>\n\n\n\n<p>Steel Construction Manual i\u00e7erisinde bulunan Design Examples isimli d\u00f6k\u00fcman her ne kadar metrik birimler de olmasa da m\u00fchendisler i\u00e7in \u00e7ok \u00f6nemli bir kaynakt\u0131r.<\/p>\n\n\n\n<figure class=\"wp-block-image\"><img decoding=\"async\" src=\"https:\/\/lh7-rt.googleusercontent.com\/docsz\/AD_4nXc2SH7_YeF3Frf_sZZlOVvLHUQClcrjJfooYX9rRpxCkMfBhg5pwxij-o9HUg4UBLihN61GoFG21zY-hDCMri9xcNKbbMOJEHRLXJAuFjAOx52t4pjFRsvT5KiG4KA3AejZFf1vqjGaxdCaKJ928TM6orpS?key=nrowl4cbcnVx65qqBJ9r6A\" alt=\"\"\/><\/figure>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/globalassets\/aisc\/manual\/v15.1-companion\/v15.1_vol-1_design-examples.pdf\">https:\/\/www.aisc.org\/globalassets\/aisc\/manual\/v15.1-companion\/v15.1_vol-1_design-examples.pdf<\/a><\/p>\n\n\n\n<p>AISC nin en \u00f6nemli yay\u0131nlar\u0131ndan birisi de a\u015fa\u011f\u0131da tek tek yaz\u0131lan Design Guide d\u00f6k\u00fcmanlar\u0131d\u0131r. Taban plakas\u0131ndan, end\u00fcstri yap\u0131lar\u0131nda servis kontollerine, civatalardan \u00f6nemli sismik ba\u011flant\u0131 hesaplar\u0131na, titre\u015fim problemlerine kadar her konu \u00e7ok detayl\u0131 bir \u015fekilde anlat\u0131lm\u0131\u015ft\u0131r.<\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#118983\">DESIGN GUIDE 1: BASE PLATE AND ANCHOR ROD DESIGN (SECOND EDITION)<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#118986\">DESIGN GUIDE 2: DESIGN OF STEEL AND COMPOSITE BEAMS WITH WEB OPENINGS<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#118989\">DESIGN GUIDE 3: SERVICEABILITY DESIGN CONSIDERATIONS FOR STEEL BUILDINGS (SECOND EDITION)<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#118992\">DESIGN GUIDE 4: EXTENDED END-PLATE MOMENT CONNECTIONS SEISMIC AND WIND APPLICATIONS (SECOND EDITION)<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#118995\">DESIGN GUIDE 5: DESIGN OF LOW- AND MEDIUM-RISE STEEL BUILDINGS<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#118998\">DESIGN GUIDE 6: LOAD AND RESISTANCE FACTOR DESIGN OF W-SHAPES ENCASED IN CONCRETE<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119001\">DESIGN GUIDE 7: INDUSTRIAL BUILDING DESIGN (THIRD EDITION)<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119004\">DESIGN GUIDE 8: PARTIALLY RESTRAINED COMPOSITE CONNECTIONS<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119007\">DESIGN GUIDE 9: TORSIONAL ANALYSIS OF STRUCTURAL STEEL MEMBERS<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119010\">DESIGN GUIDE 10: ERECTION BRACING OF LOW-RISE STRUCTURAL STEEL BUILDINGS (SECOND EDITION)<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119013\">DESIGN GUIDE 11: VIBRATIONS OF STEEL-FRAMED STRUCTURAL SYSTEMS DUE TO HUMAN ACTIVITY (SECOND EDITION)<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119016\">DESIGN GUIDE 12: MODIFICATION OF EXISTING STEEL WELDED MOMENT FRAME CONNECTIONS FOR SEISMIC<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119019\">DESIGN GUIDE 13: WIDE-FLANGE COLUMN STIFFENING AT MOMENT CONNECTIONS<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119022\">DESIGN GUIDE 14: STAGGERED TRUSS FRAMING SYSTEMS<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119025\">DESIGN GUIDE 15: REHABILITATION AND RETROFIT, SECOND EDITION<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119028\">DESIGN GUIDE 16: FLUSH AND EXTENDED MULTIPLE-ROW MOMENT END-PLATE CONNECTIONS<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119031\">DESIGN GUIDE 17: HIGH STRENGTH BOLTS\u2013A PRIMER FOR STRUCTURAL ENGINEERS<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119034\">DESIGN GUIDE 18: STEEL-FRAMED OPEN-DECK PARKING STRUCTURES<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119037\">DESIGN GUIDE 19: FIRE RESISTANCE OF STRUCTURAL STEEL FRAMING<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119040\">DESIGN GUIDE 20: STEEL PLATE SHEAR WALLS<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119043\">DESIGN GUIDE 21: WELDED CONNECTIONS\u2013A PRIMER FOR ENGINEERS, SECOND EDITION<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119046\">DESIGN GUIDE 22: FACADE ATTACHMENTS TO STEEL-FRAMED BUILDINGS<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119049\">DESIGN GUIDE 23: CONSTRUCTABILITY OF STRUCTURAL STEEL BUILDINGS<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119052\">DESIGN GUIDE 24: HOLLOW STRUCTURAL SECTION CONNECTIONS<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119055\">DESIGN GUIDE 25: FRAME DESIGN USING NONPRISMATIC MEMBERS, SECOND EDITION<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119058\">DESIGN GUIDE 26: DESIGN OF BLAST RESISTANT STRUCTURES<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119061\">DESIGN GUIDE 27: STRUCTURAL STAINLESS STEEL (SECOND EDITION)<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119064\">DESIGN GUIDE 28: STABILITY DESIGN OF STEEL BUILDINGS<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119067\">DESIGN GUIDE 29: VERTICAL BRACING CONNECTIONS\u2013ANALYSIS AND DESIGN<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119070\">DESIGN GUIDE 30: SOUND ISOLATION AND NOISE CONTROL IN STEEL BUILDINGS<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119073\">DESIGN GUIDE 31: CASTELLATED AND CELLULAR BEAM DESIGN<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119076\">DESIGN GUIDE 32: MODULAR STEEL-PLATE COMPOSITE WALLS FOR SAFETY-RELATED NUCLEAR FACILITIES<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119079\">DESIGN GUIDE 33: CURVED MEMBER DESIGN<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119082\">DESIGN GUIDE 34: STEEL-FRAMED STAIRWAY DESIGN<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119085\">DESIGN GUIDE 35: STEEL-FRAMED STORM SHELTERS<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119088\">DESIGN GUIDE 36: DESIGN CONSIDERATIONS FOR CAMBER<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.aisc.org\/publications\/design-guides\/#119091\">DESIGN GUIDE 37: HYBRID STEEL FRAMES WITH WOOD FLOORS<\/a><\/p>\n\n\n\n<p>ASCE<\/p>\n\n\n\n<p>American Society of Civil Engineers, ASCE, 1852 y\u0131l\u0131nda kurulan ve t\u00fcm d\u00fcnyadan \u00fcye kabul eden bir in\u015faat m\u00fchendisli\u011fi toplulu\u011fudur ve \u00e7ok \u00f6nemli yay\u0131nlar\u0131 bulunmaktad\u0131r. S\u0131kl\u0131kla kullan\u0131lan ASCE 7 bunlardan sadece bir tanesidir.<\/p>\n\n\n\n<figure class=\"wp-block-embed\"><div class=\"wp-block-embed__wrapper\">\nhttps:\/\/www.asce.org\n<\/div><\/figure>\n\n\n\n<p>A\u015fa\u011f\u0131da \u00f6nemli y\u00f6netmeliklerden baz\u0131lar\u0131 g\u00f6sterilmektedir.<\/p>\n\n\n\n<p>ASCE 7-22: MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES<\/p>\n\n\n\n<p>ASCE 59-22:BLAST PROTECTION OF BUILDINGS<\/p>\n\n\n\n<p>ASCE 72-21:DESIGN OF STEEL LIGHTING SYSTEM SUPPORT POLE STRUCTURES<\/p>\n\n\n\n<p>ASCE 48-19:DESIGN OF STEEL TRANSMISSION POLE STRUCTURES<\/p>\n\n\n\n<p>ASCE 41-17:SEISMIC EVALUATION AND RETROFIT OF EXISTING BUILDINGS<\/p>\n\n\n\n<p>ASCE 19-16:STRUCTURAL APPLICATIONS OF STEEL CABLES FOR BUILDINGS<\/p>\n\n\n\n<p>ASCE 55-16:TENSILE MEMBRANE STRUCTURES<\/p>\n\n\n\n<p>ASCE 10-15:DESIGN OF LATTICED STEEL TRANSMISSION STRUCTURES<\/p>\n\n\n\n<p>ASCE 37-14R2019:DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION<\/p>\n\n\n\n<p>ASCE 32-01:DESIGN AND CONSTRUCTION OF FROST-PROTECTED SHALLOW FOUNDATIONS&nbsp;<\/p>\n\n\n\n<p>\u00d6nemli olan kitaplardan baz\u0131lar\u0131 ise;<\/p>\n\n\n\n<p>DESIGN AND PERFORMANCE OF TALL BUILDINGS FOR WIND<\/p>\n\n\n\n<p>FAILURE CASE STUDIES: STEEL STRUCTURES<\/p>\n\n\n\n<p>TENSILE FABRIC STRUCTURES: DESIGN, ANALYSIS, AND CONSTRUCTION<\/p>\n\n\n\n<p>SUSTAINABILITY GUIDELINES FOR THE STRUCTURAL ENGINEER<\/p>\n\n\n\n<p>SUBSTATION STRUCTURE DESIGN GUIDE<\/p>\n\n\n\n<p>PRIMER ON SEISMIC ISOLATION<\/p>\n\n\n\n<p>SNOW LOADS: A GUIDE TO THE USE AND UNDERSTANDING OF THE SNOW PROVISIONS OF ASCE 7-02<\/p>\n\n\n\n<p>DYNAMIC RESPONSE OF LATTICE TOWERS AND GUYED MASTS<\/p>\n\n\n\n<p>DESIGN LIVE LOADS FOR PARKING GARAGES<\/p>\n\n\n\n<p>DESIGN OF GUYED ELECTRICAL TRANSMISSION STRUCTURES<\/p>\n\n\n\n<p>ANCHORAGE DESIGN FOR PETROCHEMICAL AND OTHER INDUSTRIAL FACILITIES, SECOND EDITION (2022)<\/p>\n\n\n\n<p>ASTM<\/p>\n\n\n\n<p>American Society of Testing Materials, ASTM \u00e7ok geni\u015f bir yelpazede yap\u0131 malzemeleri i\u00e7in standartlar sunmaktad\u0131r. Her t\u00fcrl\u00fc \u00e7elik, ankraj, civata gibi \u00e7elik malzemelerden plastiklere, test metotlar\u0131na kadar bir\u00e7ok bilgi ASTM standartlar\u0131nda mevcuttur.<\/p>\n\n\n\n<figure class=\"wp-block-image\"><img decoding=\"async\" src=\"https:\/\/lh7-rt.googleusercontent.com\/docsz\/AD_4nXdiGKFerVu1lYCUqYpe9itJ8g6GIkljypq0YpJ2LjYhKl93b-ZfgYoEI5iruP42SQCPd1zxFhF6c_2dmh7bP7f4bzxwSqlAjvxYw1lwcqQBmHLC5SUeovVl6UjKphVdRp7ZHA0FfdBt4IFm4FnLhBeF5ptn?key=nrowl4cbcnVx65qqBJ9r6A\" alt=\"\"\/><\/figure>\n\n\n\n<figure class=\"wp-block-image\"><img decoding=\"async\" src=\"https:\/\/lh7-rt.googleusercontent.com\/docsz\/AD_4nXdyrrZK8iw1iZAZyACZ-WrFgp1uOm9ntWTF4mZEFkENs_kKh8Hyqabk1DLvWo1S-eV4ycZ32d2Zpz7S86ZHYG0iRks540jscQbu96qXuHcWwauM25mbf2qnQy10ZVLUxF11_1QUd5PVU87W3HKe8o0nAqg?key=nrowl4cbcnVx65qqBJ9r6A\" alt=\"\"\/><\/figure>\n\n\n\n<p>Herhangi bir konu hakk\u0131ndaki ASTM standard\u0131 a\u015fa\u011f\u0131daki ana adresten do\u011frudan aranabilir.<\/p>\n\n\n\n<figure class=\"wp-block-embed\"><div class=\"wp-block-embed__wrapper\">\nhttps:\/\/www.astm.org\n<\/div><\/figure>\n\n\n\n<p>Kapsaml\u0131 bir ara\u015ft\u0131rma i\u00e7inse a\u015fa\u011f\u0131daki adreste, i\u00e7erik sa\u011flay\u0131c\u0131lar aras\u0131nda filtreleme ile t\u00fcm uluslararas\u0131 standartlara ula\u015f\u0131labilir.<\/p>\n\n\n\n<figure class=\"wp-block-image\"><img decoding=\"async\" src=\"https:\/\/lh7-rt.googleusercontent.com\/docsz\/AD_4nXcbx4n4ddChazU0YOwecYdbhzWH1c1NBq0DjJKxmTUNg9YyPP6qT4X_hPRfAleB7Em_NXnkGohk7hGlZBV490zL_2HxAhO6_uHAWE6qFa364pvjWg7TBOrZ85m7_hPnHMCaDSOOXB7zv_g1BSvkg-xRzyU?key=nrowl4cbcnVx65qqBJ9r6A\" alt=\"\"\/><\/figure>\n\n\n\n<figure class=\"wp-block-embed\"><div class=\"wp-block-embed__wrapper\">\nhttps:\/\/webstore.ansi.org\n<\/div><\/figure>\n\n\n\n<p>AWS<\/p>\n\n\n\n<p>American Welding Society, AWS kaynak ve ilgili disiplinler ile ilgili y\u00f6netmelikleri olu\u015fturur. En \u00f6nemli ve kar\u015f\u0131la\u015f\u0131lan y\u00f6netmelik AWS D1.1 dir. \u0130lave olarak bir\u00e7ok handbook ve yay\u0131nlar mevcuttur. AWS D1.1 de kaynak sembollerinden kaynak hesaplar\u0131na, kaynak\u00e7\u0131 sertifikaland\u0131rmas\u0131na ve testlere kadar kapsaml\u0131 bilgiler mevcuttur.<\/p>\n\n\n\n<figure class=\"wp-block-image\"><img decoding=\"async\" src=\"https:\/\/lh7-rt.googleusercontent.com\/docsz\/AD_4nXfjlRR2RltdLobidDq6YStsFpO3sGCTwsy7JAUF_1VX34yZbVK9yBtB9UQg7iUGKhNjbH9dGrMdj72_VFcOeV33gDp-2f9FbTinDMebUDXH5nBV38ZoQNZ7YSvmE4CNMTKCC6B9rBXVU1Fkf0ErskvtQYZy?key=nrowl4cbcnVx65qqBJ9r6A\" alt=\"\"\/><\/figure>\n\n\n\n<p>FEMA\/NEHRP<\/p>\n\n\n\n<p>The Federal Emergency Management Agency, FEMA n\u0131n g\u00f6revi orjinal ifadesi ile\u201dThe Federal Emergency Management Agency (FEMA) is the federal agency responsible for leading the Nation\u2019s efforts to prepare for, protect and mitigate against, respond to, and recover from the impacts of natural disasters and man-made incidents or terrorist events.\u201d \u015feklindedir.<\/p>\n\n\n\n<p>NEHRP \u2013 National Earthquake Hazards Reduction Program \u2013 A research and implementation partnership.\/FEMA<\/p>\n\n\n\n<p>A\u015fa\u011f\u0131daki adresten \u00e7ok say\u0131da tasar\u0131m d\u00f6k\u00fcman\u0131 ve \u00f6rnekler bulunabilir.<\/p>\n\n\n\n<figure class=\"wp-block-embed\"><div class=\"wp-block-embed__wrapper\">\nhttps:\/\/nehrp.gov\/library\/guidance.htm\n<\/div><\/figure>\n\n\n\n<p>API<\/p>\n\n\n\n<p>American Petrolium Institute, API-650.<\/p>\n\n\n\n<figure class=\"wp-block-image\"><img decoding=\"async\" src=\"https:\/\/lh7-rt.googleusercontent.com\/docsz\/AD_4nXddaFI4xMSRieL5iatEVobjs8qfQiAVfz9fHK-K6ViDTgxFt4EuO878P63z9I5o5KBbx5aXCWhI5E9zwI_5tOqmO68zXe4G5u45S-PZm8GhQzPZzh_lwC9tU2gXVfGQnS9zdkin3mC7qw6C3He04ZmWl0SW?key=nrowl4cbcnVx65qqBJ9r6A\" alt=\"\"\/><\/figure>\n\n\n\n<p>US ARMY<\/p>\n\n\n\n<p>US Army k\u0131lavuz d\u00f6k\u00fcmanlar\u0131 \u00fccretsiz olup her konuda detayl\u0131 bilgi ve \u00f6rnekler i\u00e7ermektedir. \u0130stinat duvarlar\u0131ndan genle\u015fen zeminlere (expansive\/swelling soils) kadar inan\u0131lmaz geni\u015f bir yelpazede tasar\u0131m konular\u0131nda, sat\u0131nalma ve \u015fartnameler konusunda \u00e7ok geni\u015f bir kaynakt\u0131r.<\/p>\n\n\n\n<p><a href=\"https:\/\/www.publications.usace.army.mil\/usace-publications\/engineer-manuals\">https:\/\/www.publications.usace.army.mil\/usace-publications\/engineer-manuals<\/a><\/p>\n\n\n\n<p>WSDOT<\/p>\n\n\n\n<p>Washington State Department of Transportation<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\">https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/commercial-vehicle-guide\">Commercial Vehicle Guide<\/a><\/p>\n\n\n\n<p>M 30-39<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/2015-eeo-assurances-part-ii-internal-program\">2015 EEO Assurances Part II \u2013 Internal Program<\/a><\/p>\n\n\n\n<p>M 3121<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/ada-field-guide-accessible-public-rights-way\">ADA Field Guide for Accessible Public Rights of Way<\/a><\/p>\n\n\n\n<p>N\/A<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/advertisement-and-award-manual\">Advertisement and Award Manual<\/a><\/p>\n\n\n\n<p>M 27-02<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/agreements-manual\">Agreements Manual<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/airport-guide\">Airport Guide<\/a><\/p>\n\n\n\n<p>M 3049<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/bicycle-racing-guidelines\">Bicycle Racing Guidelines<\/a><\/p>\n\n\n\n<p>M 3050<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/bridge-design-manual-lrfd\">Bridge Design Manual LRFD<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/bridge-inspection-manual\">Bridge Inspection Manual<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/bridge-list\">Bridge List<\/a><\/p>\n\n\n\n<p>M 23-09<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/communications-manual\">Communications Manual<\/a><\/p>\n\n\n\n<p>M 3030<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/community-aviation-loan-program-procedures-manual\">Community Aviation Loan Program Procedures Manual<\/a><\/p>\n\n\n\n<p>M 3140<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/consolidated-grant-guidebook\">Consolidated Grant Guidebook<\/a><\/p>\n\n\n\n<p>M 3130<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/construction-manual\">Construction Manual<\/a><\/p>\n\n\n\n<p>M 41-01<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/consultant-services-manual\">Consultant Services Manual<\/a><\/p>\n\n\n\n<p>M 27-50<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/cost-estimating-manual-wsdot-projects\">Cost Estimating Manual for WSDOT Projects<\/a><\/p>\n\n\n\n<p>M 3034<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/design-manual\">Design Manual<\/a><\/p>\n\n\n\n<p>M 22-01<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/design-build-manual\">Design-Build Manual<\/a><\/p>\n\n\n\n<p>M 3126<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/development-services-manual\">Development Services Manual<\/a><\/p>\n\n\n\n<p>M 3007<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/electronic-engineering-data-standards\">Electronic Engineering Data Standards<\/a><\/p>\n\n\n\n<p>M 3028<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/environmental-health-and-safety-manual\">Environmental Health and Safety Manual<\/a><\/p>\n\n\n\n<p>M 46-04<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/environmental-manual\">Environmental Manual<\/a><\/p>\n\n\n\n<p>M 31-11<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/ethnobotany-and-cultural-resources-field-guide\">Ethnobotany and Cultural Resources Field Guide<\/a><\/p>\n\n\n\n<p>M 3120<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/ferry-terminal-inspection-procedures-manual\">Ferry Terminal Inspection Procedures Manual<\/a><\/p>\n\n\n\n<p>M 3105<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/field-tables-engineers-spirals-1984\">Field Tables for Engineers Spirals 1984<\/a><\/p>\n\n\n\n<p>M 3087<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/general-special-provisions\">General Special Provisions<\/a><\/p>\n\n\n\n<p>N\/A<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/geotechnical-design-manual\">Geotechnical Design Manual<\/a><\/p>\n\n\n\n<p>M 46-03<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/highway-advertising-control\">Highway Advertising Control<\/a><\/p>\n\n\n\n<p>M 22-95<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/highway-engineering-field-formulas\">Highway Engineering Field Formulas<\/a><\/p>\n\n\n\n<p>M 22-24<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/highway-engineering-field-tables-1984\">Highway Engineering Field Tables 1984<\/a><\/p>\n\n\n\n<p>M 22-23<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/highway-runoff-manual\">Highway Runoff Manual<\/a><\/p>\n\n\n\n<p>M 31-16<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/highway-surveying-manual\">Highway Surveying Manual<\/a><\/p>\n\n\n\n<p>M 22-97<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/highways-over-national-forest-lands\">Highways Over National Forest Lands<\/a><\/p>\n\n\n\n<p>M 22-50<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/hydraulics-manual\">Hydraulics Manual<\/a><\/p>\n\n\n\n<p>M 23-03<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/joint-operations-policy-statement\">Joint Operations Policy Statement<\/a><\/p>\n\n\n\n<p>N\/A<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/local-agency-guidelines-lag\">Local Agency Guidelines (LAG)<\/a><\/p>\n\n\n\n<p>M 36-63<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/maintenance-manual\">Maintenance Manual<\/a><\/p>\n\n\n\n<p>M 51-01<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/manual-uniform-traffic-control-devices-mutcd\">Manual on Uniform Traffic Control Devices (MUTCD)<\/a><\/p>\n\n\n\n<p>N\/A<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/materials-manual\">Materials Manual<\/a><\/p>\n\n\n\n<p>M 46-01<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/open-data-publication-manual\">Open Data Publication Manual<\/a><\/p>\n\n\n\n<p>M 3231<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/organizational-conflicts-interest-manual\">Organizational Conflicts of Interest Manual<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/partnering-field-guide\">Partnering Field Guide<\/a><\/p>\n\n\n\n<p>M 3143<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/pavement-policy\">Pavement Policy<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/pavement-surface-condition-field-rating-manual-asphalt-pavements\">Pavement Surface Condition Field Rating Manual for Asphalt Pavements<\/a><\/p>\n\n\n\n<p>N\/A<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/permit-desk-guide\">Permit Desk Guide<\/a><\/p>\n\n\n\n<p>M 3037<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/plans-preparation-manual\">Plans Preparation Manual<\/a><\/p>\n\n\n\n<p>M 22-31<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/prime-contractor-performance-report\">Prime Contractor Performance Report<\/a><\/p>\n\n\n\n<p>M 41-40<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/rail-safety-oversight-program-standard\">Rail Safety Oversight Program Standard<\/a><\/p>\n\n\n\n<p>M 3138<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/right-way-manual\">Right of Way Manual<\/a><\/p>\n\n\n\n<p>M 26-01<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/roadside-manual\">Roadside Manual<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/roadside-policy-manual\">Roadside Policy Manual<\/a><\/p>\n\n\n\n<p>M 3110<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/safety-procedures-and-guidelines-manual\">Safety Procedures and Guidelines Manual<\/a><\/p>\n\n\n\n<p>M 75-01<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/sign-fabrication-manual\">Sign Fabrication Manual<\/a><\/p>\n\n\n\n<p>M 55-05<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/standard-highway-signs-and-markings\">Standard Highway Signs and Markings<\/a><\/p>\n\n\n\n<p>N\/A<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/standard-plans\">Standard Plans<\/a><\/p>\n\n\n\n<p>M 21-01<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/standard-specifications-road-bridge-and-municipal-construction\">Standard Specifications for Road, Bridge, and Municipal Construction<\/a><\/p>\n\n\n\n<p>M 41-10<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/state-management-plan\">State Management Plan<\/a><\/p>\n\n\n\n<p>M 3078<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/state-managed-airport-handbook\">State-Managed Airport Handbook<\/a><\/p>\n\n\n\n<p>M 3072<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/station-stop-policy-guidance-document\">Station Stop Policy Guidance Document<\/a><\/p>\n\n\n\n<p>M 3125<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/streetwise-simplified-local-agency-pavement-management-system\">Streetwise: A Simplified Local Agency Pavement Management System<\/a><\/p>\n\n\n\n<p>N\/A<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/suas-users-manual\">sUAS User\u2019s Manual<\/a><\/p>\n\n\n\n<p>M 3134<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/techniques-right-way-plans-preparation\">Techniques of Right of Way Plans Preparation<\/a><\/p>\n\n\n\n<p>M 3104<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/temporary-erosion-and-sediment-control-manual\">Temporary Erosion and Sediment Control Manual<\/a><\/p>\n\n\n\n<p>M 3109<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/terminal-design-manual\">Terminal Design Manual<\/a><\/p>\n\n\n\n<p>M 3082<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/traffic-manual\">Traffic Manual<\/a><\/p>\n\n\n\n<p>M 51-02<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/transportation-corridor-planning-studies-guidelines-and-criteria\">Transportation Corridor Planning Studies Guidelines and Criteria<\/a><\/p>\n\n\n\n<p>M 3033<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/transportation-structures-preservation-manual\">Transportation Structures Preservation Manual<\/a><\/p>\n\n\n\n<p>M 23-11<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/utilities-accommodation-policy\">Utilities Accommodation Policy<\/a><\/p>\n\n\n\n<p>M 22-86<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/utilities-manual\">Utilities Manual<\/a><\/p>\n\n\n\n<p>M 22-87<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/vehicle-operators-handbook\">Vehicle Operator\u2019s Handbook<\/a><\/p>\n\n\n\n<p>M 3032<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/vehicle-operators-handbook-and-fuel-station-locations\">Vehicle Operator\u2019s Handbook and Fuel Station Locations<\/a><\/p>\n\n\n\n<p>M 53-55<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/washington-state-public-transportation-plan\">Washington State Public Transportation Plan<\/a><\/p>\n\n\n\n<p>M 3122<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/washington-state-summary-public-transportation\">Washington State Summary of Public Transportation<\/a><\/p>\n\n\n\n<p>M 3079<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/western-regional-permit-desk-guide\">Western Regional Permit Desk Guide<\/a><\/p>\n\n\n\n<p>M 3038<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/work-zone-traffic-control-guidelines-maintenance-operations\">Work Zone Traffic Control Guidelines for Maintenance Operations<\/a><\/p>\n\n\n\n<p>M 54-44<\/p>\n\n\n\n<p><a href=\"https:\/\/wsdot.wa.gov\/engineering-standards\/all-manuals-and-standards\/manuals\/wsdot-model-comprehensive-tribal-consultation-process-national-environmental-policy-act\">WSDOT Model Comprehensive Tribal Consultation Process for the National Environmental Policy Act<\/a><\/p>\n","protected":false},"excerpt":{"rendered":"<p>T\u00fcrk Standartlar\u0131\u2019nda oldu\u011fu gibi Amerika\u2019da yay\u0131nlanan k\u0131lavuz d\u00f6k\u00fcmanlar, y\u00f6netmelikler (specifications), kodlar (codes) da kimi zaman tavsiye niteli\u011finde kimi zaman ise [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"ub_ctt_via":"","site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"disabled","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","theme-transparent-header-meta":"","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"default","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center 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