• Introduction
  
• Scope
  
• Definitions and Reference Publications
  
• Cements and Supplementary Cementing Materials
  
• Water
  
• Aggregates
  
• Admixtures
  
• Reinforcement
  
• Hardware and Miscellaneous Materials
  
• Storage of Materials
  
• Construction Tolerances for Cast-in-Place Concrete
  
• Formwork
  
• Fabrication and Placement of Reinforcement
  
• Fabrication and Placement of Hardware and Other Embedded Items
  
• Mix Proportions
  
• Durability Requirements
  
• Alternatives for Specifying Concrete
  
• Concrete Quality
  
• Production of Concrete
  
• Placing of Concrete
  
• Joints
  
• Curing and Protection
  
• Finishing and Treatment of Slab or Floor Surfaces
  
• Toppings
  
• Finishing of Formed Surfaces
  
• Post-Tensioning
  
• Precast Concrete in the Field
  
• Architectural Concrete
  
• No-Fines Concrete
  
• Special Requirements for High-Strength Concretes
  
• Figures
  
• Appendices
  

• Introduction
  
• Scope
  
• Definitions and Reference Publications
  
• Test Methods
  
• A23.2-1A Sampling Aggregates for Use in Concrete
  
• A23.2-2A Sieve Analysis of Fine and Coarse Aggregate
  
• A23.2-3A Clay Lumps in Natural Aggregate
  
• A23.2-4A Low-Density Granular Material in Aggregate
  
• A23.2-5A Amount of Material Finer than 80 µm in Aggregate
  
• A23.2-6A Relative Density and Absorption of Fine Aggregate
  
• A23.2-7A Test for Organic Impurities in Fine Aggregates for Concrete
  
• A23.2-8A Measuring Mortar-Strength Properties of Fine Aggregate
  
• A23.2-9A Soundness of Aggregate by Use of Magnesium Sulphate
  
• A23.2-10A Density of Aggregate
  
• A23.2-11A Surface Moisture in Fine Aggregate
  
• A23.2-12A Relative Density and Absorption of Coarse Aggregate
  
• A23.2-13A Flat and Elongated Particles in Coarse Aggregate
  
• A23.2-14A Potential Expansivity of Aggregates (Procedure for Length Change Due to Alkali-Aggregate Reaction in Concrete Prisms)
  
• A23.2-16A Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine
  
• A23.2-17A Resistance to Degradation of Large-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine
  
• A23.2-23A Test Method for the Resistance of Fine Aggregate to Degradation by Abrasion in the Micro-Deval Apparatus
  
• A23.2-24A Test Method for Resistance of Unconfined Coarse Aggregate to Freezing and Thawing
  
• A23.2-25A Test Method for Detection of Alkali-Silica Reactive Aggregate by Accelerated Expansion of Mortar Bars
  
• A23.2-26A Determination of Potential Alkali-Carbonate Reactivity of Quarried Carbonate Rocks by Chemical Composition
  
• A23.2-27A Standard Practice to Identify Degree of Alkali-Reactivity of Aggregates and to Identify Measures to Avoid Deleterious Expansion in Concrete
  
• A23.2-28A Standard Practice for Laboratory Testing to Demonstrate the Effectiveness of Supplementary Cementing Materials and Chemical Admixtures to Prevent Alkali-Silica Reaction in Concrete
  
• A23.2-29A Test Method for the Resistance of Coarse Aggregate to Degradation by Abrasion in the Micro-Deval Apparatus
  
• A23.2-1B Viscosity, Bleeding, Expansion, and Compressive Strength of Flowable Grout
  
• A23.2-2B Determination of Sulphate Ion Content in Groundwater
  
• A23.2-3B Determination of Total or Water-Soluble Sulphate Ion Content of Soil
  
• A23.2-4B Sampling and Determination of Water-Soluble Chloride Ion Content in Hardened Grout or Concrete
  
• A23.2-6B Method of Test to Determine Adhesion by Tensile Load
  
• A23.2-7B Random Sampling of Construction Materials
  
• A23.2-1C Sampling Plastic Concrete
  
• A23.2-2C Making Concrete Mixes in the Laboratory
  
• A23.2-3C Making and Curing Concrete Compression and Flexural Test Specimens
  
• A23.2-4C Air Content of Plastic Concrete by the Pressure Method
  
• A23.2-5C Slump of Concrete
  
• A23.2-6C Density, Yield, and Cementing Materials Factor of Plastic Concrete
  
• A23.2-7C Air Content of Plastic Concrete by the Volumetric Method
  
• A23.2-8C Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading)
  
• A23.2-9C Compressive Strength of Cylindrical Concrete Specimens
  
• A23.2-10C Accelerating the Curing of Concrete Cylinders and Determining Their Compressive Strength
  
• A23.2-11C Water Absorption of Concrete
  
• A23.2-12C Making, Curing, and Testing Compression Test Specimens of No-Slump Concrete
  
• A23.2-13C Splitting Tensile Strength of Cylindrical Concrete Specimens
  
• A23.2-14C Obtaining and Testing Drilled Cores for Compressive Strength Testing
  
• A23.2-1D Moulds for Forming Concrete Test Cylinders Vertically
  
• Appendices
  
• A — Nondestructive Methods for Testing Concrete
  
• B — Form for Reporting Compressive Strength of Concrete Test Cylinders
  

Hi all,

I have a problem with mathcad (I normally use this soft for my spreadsheet) with excel component in the sheet (tables), when I print this (paper or PDF) the excel tables are show as black rectangular.



Anyone have this problem??

All the best...

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33 - Structural
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21 - Optimization