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This Standard sets out a rapid method for determining the mass per unit volume of hardened concrete consisting of regular shaped specimens with a minimum of defects. This Method is also applicable to capped specimens, provided the mass per unit volume of the cap does not differ from that of the specimen by more than 25 percent.
NOTES:
1 Because of possible variation in results, it is envisaged that the mass per unit volume of concrete should be based on the average value determined from a group of at least two representative specimens.
2 For general procedures and precautions designed to promote safety of persons and property in laboratory operations (see AS/NZS 2243.1 - list in Referenced Documents).
3 This Standard may involve hazardous materials, operations, and equipment. This Standard does not purport to address all of the safety problems associated with its use. It is the responsibility of the user of this Standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
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This Standard sets out a method for determining the mass per unit volume of hardened concrete by a method involving weighing the specimen in a specified moisture condition and determining its volume by weighing the saturated specimen in water and also in air. This Method is applicable to either regular or irregular shaped specimens. This Method is also applicable to capped specimens, provided the mass per unit volume of the cap does not differ from that of the specimen by more than 25 percent and the cap complies with the requirements of AS 1012.9.
NOTES:
1 Care should be taken to ensure that specimens are representative of the concrete mass, particularly if irregular shaped pieces of concrete are tested. If specimens have a volume less than a 100 + 200 mm standard cylinder, the results may not be as reliable.
2 Where appropriate, surface voids should be sealed or wrapped to ensure account is taken of their effect, e.g. poor compaction.
3 For general procedures and precautions designed to promote safety of persons and property in laboratory operations (see AS/NZS 2243.1 ).
4 This standard may involve hazardous materials, operations, and equipment. This standard does not purport to address all of the safety problems associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
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This Standard sets out a method for determining the modulus of rupture of concrete test specimens prepared in accordance with AS 1012.8.2 tested as simple beams with third-point loading.
NOTES:
1 This Standard may involve hazardous materials, operations and equipment. This Standard does not purport to address all of the safety problems associated with its use. It is the responsibility of the user of this Standard to establish appropriate safety and health practices and to determine the applicability of regulatory limitations before use.
2 Relevance of this Standard to fibre-reinforced concrete is to be further investigated. Committee BD/42 is seeking information from all interested parties.
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This Standard sets out a method for determining the indirect tensile strength of standard concrete cylinders, prepared in accordance with AS 1012.8.1.
NOTE: This Standard may involve hazardous materials, operations, and equipment. This Standard does not purport to address all of the safety problems associated with its use. It is the responsibility of the user of this Standard to establish appropriate safety and health practices and to determine the applicability of regulatory limitations before use.
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Autodesk Simulation provides a large set of engineering analysis tools, which enables designers and engineers already in the initial stage of the design cycle mechanism, site, or the details get close to exact product specifications. And along with it - to improve design, increase reliability, reduce time and cost of production, as well as to facilitate interaction between the different actors involved in product design.
The following types of engineering analysis can be performed: - static stress and fatigue strength;
- the dynamic loads in the linear region of deformation of materials;
- natural frequencies (modal analysis);
- range of reactions;
- fixed and random vibration;
- stability analysis;
- Shock;
- contact analysis;
- Stationary and time-varying heat transfer and heat transfer;
- steady and unsteady flow;
- Flow in porous media;
- Flow in open channels;
- Mass transfer;
- electrostatics.
Installed in Windows 7 64 bit. Use 669D1 for code.
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IMPORTANT NOTICE: You may use this software for evaluation purposes only.
If you like it, it is strongly suggested you buy it to support the developers.
By any means you may not use this software to make money or use it for commercial purpose.
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Author: Albert R. Kottke and Ellen M. Rathje (University of Texas, Austin) | Size: 3.97 MB | Format:PDF | Publisher: PEER | Year: 2008 | pages: 100
This report investigates and explains the theories and technical details behind "Strata" . It should be noted that the computer program "Strata" performs equivalent-linear site response analysis in the frequency domain using time domain input motions or random vibration theory (RVT) methods, and allows for randomization of the site properties.
"Strata" is distributed under the GNU General Public License, which can be found at
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This document provides a list, volume by volume, of the current documents of the Design Manual for Roads and Bridges, as implemented in Ireland. It also provides an index in alpha-numeric order. This document is updated regularly and may be used as a check of the current status of the DMRB and the implementation documents. Recent changes are listed on Pages 26 to 29. Appendix A includes a description of what constitutes a Departure and provides details on submitting a Departure including what information the application should contain. (The relevant application forms are also included within the appendix).
VOLUME 1: HIGHWAY STRUCTURES: APPROVAL PROCEDURES AND GENERAL DESIGN
VOLUME 2: HIGHWAY STRUCTURES: DESIGN (SUBSTRUCTURES AND SPECIAL STRUCTURES) MATERIALS
VOLUME 3: HIGHWAY STRUCTURES: INSPECTION AND MAINTENANCE
VOLUME 4: GEOTECHNICS AND DRAINAGE
VOLUME 5: ASSESSMENT AND PREPARATION OF ROAD SCHEMES
VOLUME 6: ROAD GEOMETRY
VOLUME 7: PAVEMENT DESIGN AND MAINTENANCE
VOLUME 8: TRAFFIC SIGNS AND LIGHTING
Unzip self-extracting archive in specifed folder.
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