Autodesk Revit MEP - is a specialized solution for design and calculation of internal engineering systems, as well as the issuance of documentation on them. The program is based building information modeling (BIM). Autodesk Revit MEP helps to establish interaction between participants of the project team, resulting in a high consistency of documentation. With built-in calculation and the possibility of data exchange with third-party applications, the design is efficient and environmentally sound. CAD Autodesk Revit MEP available only as part of AutoCAD Revit MEP Suite.
System Requirements for 32-bit version of Revit MEP:
* Operating system Microsoft Windows XP Professional or Home edition (SP1 or SP2), or Microsoft ® Windows Vista 32 bit (SP1) Business, Home Premium or Ultimate edition (see the comparison versions of Windows Vista).
* Intel Pentium 4 processor with a clock speed of 1.4 GHz or equivalent AMD.
* 3 GB of RAM (1 GB if you do not want to visualization).
* 2.6 GB of free disk space.
* Monitor with 1280 x 1024 resolution and video adapter with 24-bit color depth.
* Browser Microsoft Internet Explorer 6.0 (SP1 or higher).
* Pointing device compatible with the Microsoft Mouse.
* To install: connect to the Internet or drive DVD.
System Requirements for 64-bit version of Revit MEP:
* Operating system Microsoft Windows XP Professional x64 Edition (SP1), or Microsoft Windows Vista 64 bit (SP1) Business, Home Premium or Ultimate edition (see the comparison versions of Windows Vista).
* Intel Pentium 4 processor with a clock speed of 1.4 GHz or equivalent AMD.
* 3 GB of RAM.
* 2.6 GB of free disk space.
* Monitor with 1280 x 1024 resolution and video adapter with 24-bit color depth.
* Browser Microsoft Internet Explorer 6.0 (SP1 or higher).
* Pointing device compatible with the Microsoft Mouse.
* To install: connect to the Internet or drive DVD.
The list of improvements during the upgrade:
* When exporting to IFC is now applied level of detail associated with the current view.
* Increased stability of copying the geometry of the family to another family.
* Added functionality to ensure the mapping of gaps between the wires when you run the project without a template.
* Improved the creation of circuits on electrical devices containing multiple electrical connectors.
* Fixed the breaking of the chains, as well as their recalculation while maintaining the repository.
* Improve capacity to change the basis for the elements based on the faces.
* Brand Callout premises are now designated categories of stamps premises suitable for the management of species.
* Now you can use the line separator walls when the walls of the grouping of related architectural models.
* Fixed display control panel settings in diameter.
* An issue related to the removal of the load factor in the performance of the Undo command after making changes in the load factor.
* Fixed memory leak when printing or publishing a 64-bit versions of the OS.
* Corrected the value of unit viscosity of air, the default parameters in the mechanical equipment.
* Improved the stability of work when you add a connector pipe to the family with imported CAD geometry.
* Fixed graphic pipes with lifting / lowering in one line on the cut.
* Now you can change the type of pipeline equipment for insertion of families with only one connector.
* Fixed display of geometry on fragments of the plans.
* Fixed disconnection fittings when changing type knee air duct, located close to the transition pipe.
* Fixed the mistake of turning protrusion fitting airway when you change the width of the main duct.
* Now the options are offered as a trace in choosing the air duct, designated system, and the choice of indefinite duct.
* Increased stability of the air while trying to build the project without levels.
* In some cases, when using the fill color ducts wrongly displayed in one line. This was fixed.
* Increased stability of alignment with the air ducts on the cut.
* Fixed extraneous graphics, which sometimes appear on fitting air ducts.
* When creating a connection from the cell to the main duct for the branch duct added airflow.
* An issue which consisted in the fact that when you move the main duct with the arrow keys moved to the branch duct.
* An issue which consists of the connection with taps at equalizing ducts.
* In some situations, inclined tube with a presentation in one line does not appear. This was fixed.
* On the subject of MEP, located below the lower boundary of the main hewer range, now used type of lines provided for objects outside the range.
* Increased stability of the choice of equipment in the partially set up a system of air circulation.
* Now when tracing duct or pipe section to automatically set the alignment in the middle / center.
* When you work with tools a path linking small displacement are now displayed in yellow, indicating a possible failure of the layout in case of adoption of the trajectory. In this case, choose another option to change the trajectory or the trajectory of hand.
* Improved geometry, and exported in the form of gbXml in the analysis of energy consumption, in particular by removing excess cutouts and small narrow space.
* When importing into Autodesk Green Building Studio ® models, which is given the metric system of measurement, now displayed metric units of measurement.
* Increased stability of the callouts when editing a family of brands functional zones.
* Increased stability of the editing nested families.
* Foundations of buildings are now correctly exported to the format gbXML as overlapping, but not as a wall.
* In the dialog box, heating and cooling loads, beside official spaces now displays icons for office spaces.
* Increased stability of deleting the values of the phase of the electrical distribution system.
* When you click constructing air duct in the context menu form and size of the new duct is automatically set in accordance with the selected duct.
* Fixed updating of the full load on the panel power when changing the type of electrical device to another type of load.
* On the tape an instrument of separation facilities added tools to choose the ribs, the form lines, etc.
Improvements platform Autodesk Revit:
* Dragging panel strip near the type no longer causes a pan of this type.
* Improved color shading in the output file when exporting to a format DWFx.
* With mirror project reflects all parts, sections and elevations, which have references.
* With the active sheet in the form of teams tapes correctly displays the status of the user interface.
* For reference points available instance property "Contact".
* In the print preview is now possible to call commands using keyboard shortcuts.
* Increased stability of printing.
* Now maintained path to the image decals.
* For instruments already added to the Quick Access Toolbar is disabled "Add to Quick Access Toolbar.
* When you plotting species on the control panel no longer shows the kinds of old and new state teams.
* Improved icons for level of detail on the control panel types.
* Improved procedures for creating and editing forms of formative elements for conceptual design.
* Enhanced separation surfaces formative elements for conceptual design.
* Improved graphics performance when working with species cube (ViewCube).
* Fixed bugs when you preview images before printing and printing images.
* Increased stability of the printing in a PDF.
* For types created with the command "Copy type, updated the image in the select list of types.
* The list of selection types to be added to the Quick Access Toolbar, remains on this panel when you open a new session Autodesk Revit MEP.
* If there is more contextual tabs, when you click on the Options bar displays suitable contextual tab.
* Increased stability of the presence of several open sessions Autodesk Revit MEP.
* On the options panel no longer displays duplicate icons from the tape and the scope of the application window.
* Increased stability of the printing and export.
* Fixed error when entering the special text characters with a combination of Alt and number keys.
* Improved conditions for displaying the tape.
* After re-opening of the project in terms of correctly displayed in the image format TIFF.
* Now the function to release all objects when you close the local file works if the project contains a new species, a family or working set.
* Operation selection border while creating a ramp or stairs now does not recall the command "Run."
* In the editor families "component detail, now provides controls that are intended for treatment.
* In the file from the application ADSK Autodesk Inventor now in Autodesk Revit MEP not lost information about the PUK.
* Frame size the application window remains open for the next session.
* Among families are shortcuts to invoke the command "Show hidden elements" and the team selection.
* There are a keyboard shortcut to select the previous object.
* When you export raster images into a format DWF ™ applies the given parameters of quality.
* The Quick Access Toolbar command synchronization with the repository is now located next to "Save".
* Improved visual selection tabs in the mode of fine lines.
* Changed icons for commands relevant to the sections and elevations.
* Now at the drop-down list, make room area "," Column "," Make marks "and" Component / sequence of nodes / Component legends "on the tape indicated the team caused by the latter.
* Improved accuracy of the parameters in the families using the directory types.
* Improved display of shadows.
* Improved export process in the IFC.
* Improved display of color fills in the forms of facades.
* Performing the correct choice of the value of the alpha channel of the sky when exporting to TIFF or PNG.
* Improved process of building walls on the edges of imported formative elements.
* Fixed display of outer contours of walls on the types of nodes.
* When exporting compounds in the walls of DWG file with the general coordinates of all the collinear lines are now combined into one.
* Increased stability of the compounds with the switch erasures parallel walls, described in technical note on the working characteristics of Revit.
Improvements to the API in Autodesk Revit:
* During the transaction in the formation of geometric objects using the API for the formative elements are no longer displayed on the message Revit inaccuracies.
* Property NumMembers LinearArray object associated with the parameter of the family.
* Fixed linking FamilyParameter with the property Label objects BaseArray and Dimension.
* Includes tools for updating the reference path to RevitAPI.dll for samples.
* Updated sample DistanceToPanels.
* Improved the stability of work in creating NewReferencePoint with PointOnEdge with the reference to ModelCurve.
* The transition from managed code to unmanaged code no longer causes a discharge of floating point values.
* In the API for printing ViewSheetSetting.Save () removes all types of users no longer causes an exception InvalidOperationException.
* Using the wrong values in sketchPlane NewSweep (SketchPlane) now leads to a notable exception.
* Now you can assign a value to ElementId through FamilyManager.Set.
* Improved stability of using the event DocumentOpened and related files.
* Increased stability of VSTA.Autodesk, AutoCAD, Autodesk Inventor, DWF, DWG, Green Building Studio, Inventor, Revit, and
ViewCube are registered trademarks or trademarks.
Additional information: For general systems, x32/x64 installation files, so they are in the general archives of both the Russian version, and for the English version
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* After downloading the following files, you may need to update the file locations manually (on the Application Menu, click the Options button, press the File Locations tab to review and modify the location of your files). For Microsoft® Windows® XP, the default location for templates and family content is C:\Documents and Settings\All Users\Application Data\Autodesk\RME 2010. For Microsoft® Windows Vista®, the default location for templates and family content is C:\ProgramData\Autodesk\RME 2010.
* In an office with multiple computers running Autodesk® Revit® MEP software, you may want to install these files to a location on your network.
* To open these .cab files and extract the content, use WinZip 7 or higher.
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Multiple Controllers of Wind-Induced Oscillations of a Long Span Bridge
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Four short articles are posted here (One in Portuguese):
1- Multiple Controllers of Wind-Induced Oscillations of a Long Span Bridge:
A new system of multiple synchronized dynamic attenuators (MSDA) has been installed in the Rio-Niteroi bridge to prevent that cross-winds of relatively low velocities set into vortex-induced oscillations the lightly damped and remarkably long three continuous spans of the world’s largest steel twin-box-girder bridge. The conceptual design of this passive control system, together with its main geometric and physical characteristics, are briefly described herein. A short account is given on how an experimentally calibrated mathematical-numerical model for the aeroelastic problem, combined with optimization techniques, were used to assist in designing feasible mechanical control devices to upgrade the serviceability of this bridge and users’ comfort. The performance of the MSDA system is demonstrated through experimental measurements and comparisons of numerical results obtained for time responses of the original and the controlled structure.
2-Structural monitoring of the world largest span steel box-girder bridge:
A concise description is given of the automatic monitoring system installed in the Rio-Niteroi Bridge, through which the dynamic signals of about two hundred sensors are acquired, simultaneously processed in a network of interlinked remote substations and sent off 4.5 km away through fiber optic cable to the operation control center located on land. It is also given a brief account on how the structural monitoring has allowed the performance assessment of the implemented solutions to enhance the bridge behaviour and its service life, i.e. the one to increase the fatigue life of the steel deck structure under traffic loading and the other to attenuate the vortex-induced oscillations of the steel bridge structure.
3-A complete article published at "Journal of Wind Engineering and Industrial Aerodynamics" and,
4- A Portuguese version of "Multiple Controllers of Wind-Induced Oscillations of a Long Span Bridge" with more pictures.
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Guide Specifications for Design and Construction of Segmental Concrete Bridges 1999
info:
* Publisher: Amer Assn of State Hwy
* Number Of Pages: 88
* Publication Date: 1999-05
* ISBN-10 / ASIN: 1560511036
* ISBN-13 / EAN: 9781560511038
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Concrete Pipe for the New Millennium (ASTM STP1368)
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Concrete Pipe for the New Millennium
(ASTM Special Technical Publication, 1368)
ASTM International
Pages: 108
2000-02-01
ISBN : 0803126212
PDF 1.6 MB
Eight papers cover the tremendous advancements made in the concrete pipe industry over the last hundred years providing a unique combination of the new and emerging technologies for designing and installing durable concrete pipe for sewers and culverts. From high speed, automated manufacturing to advances in design procedures for internal and external performance, Concrete Pipe for the New Millennium will help engineers understand current performance improvements for concrete pipe and contribute to those in the future. This valuable publication addresses three main areas:
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Composite Structures: Theory and Practice
(Astm Special Technical Publication, 1383)
By Carl Q. Rousseau (Editor) Peter Grant (Editor)
Publisher: ASTM
552 pages
2000-11-01
ISBN: 0803128622
English
PDF 13.57 MB
Product Description:
This comprehensive new ASTM publication reflects the latest worldwide research in composite structures technology, and specifically focuses on structural certification and qualification concerns. 29 peer-reviewed papers, written by academia, government, and industry experts, are divided into the following sections: • Structural Damage Tolerance • Skin-Stringer Behavior • Rotorcraft and Propeller Structural Qualification Issues • Bolted Joint Analysis • Test Methods • Strength Prediction • Environmental Effects This publication will be of interest to • Engineers and Designers involved with Composite Materials and Structures • Civil Engineers • Aerospace, Auto, and Marine Engineers, and Designers • Academics
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Constructing and Controlling Compaction of Earth Fills (ASTM STP1384)
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Constructing and Controlling Compaction of Earth Fills
(ASTM Special Technical Publication, 1384)
By et al Donald W. Shanklin (Editor)
Publisher: ASTM International
336 pages
2000-04-01
ISBN: 0803128592
English
PDF 5.01 MB
Product Description:
This unique volume explores the use of various standardized methods for specifying and controlling the compaction of soils for engineered constructed earth fills. Topics address the historical background, current state-of-the-art practices, case histories of challenging situations, new concerns regarding appropriate design parameters for compaction control, and new methods to evaluate soil compaction and other related qualities. Also included is a paper on the history of the development and use of the nuclear gauge in the quality control of constructed earth fills. The nuclear gauge has had the single largest impact of any technology in the last 30 years in the field of compaction control. Many of the papers in included in this volume use the nuclear gauge as the basis for comparison of the results of field density and water content measurements. 21 papers divided into 3 sections examine: • Compaction Control Technology and Comparison of Current Methods • Applications and Lessons Learned in the Field • Soil Liner Construction and New Compaction Technology For Geotechnical, Civil, and Construction Engineers
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Geotechnics of High Water Content Materials
(Astm Special Technical Publication, 1374)
By et al Astm Committee D-18 on Soil and Rock (Corporate Author)
Publisher: ASTM International
406 pages
2000-02-01
ISBN: 080312855X
English
PDF 6.21 MB
Product Description:
STP 1374, written by worldwide experts in their field, examines a broad range of topics covering the latest geotechnical engineering developments in high water content materials. Emphasis is given to construction on marginal lands and disposal of high water content waste materials. Various types of high water content materials are explored, including peats and organic soils, soft silts and clays, bentonite slurries, paper sludges, wastewater sludges, dredgings, lime wastes, and mine tailings. Papers also explore geotechnical problems, including handling and disposal, dewatering, stabilization, hydraulic performance, settlement, stability, in situ testing, and construction. 26 peer-reviewed chapters in 4 sections cover: • Fundamentals, Theory, and Modeling • Laboratory Investigations • Field Performance • Case Histories This publication will benefit engineers, including geotechnical, geoenvironmental, environmental, civil, mining, highway, military, materials, and consultants; also grading contractors.
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Modern Stone Cladding: Design and Installation of Exterior Dimension Stone Systems
Product Details
* Michael D. Lewis (Author)
* Paperback: 140 pages
* Publisher: ASTM International (December 1995)
* Language: English
* ISBN-10: 0803120613
* ISBN-13: 978-0803120617
Product Description:
Shows you how to select, design, and install stone cladding systems for exterior walls. New engineering applications as well as recognized industry practices are explained extensively to help you make objective and rational decisions.
Section I, Introduction to Modern Stone Cladding and Section II, Precedents to Modern Stone Cladding discuss the history of stone as it evolved into modern thin, non-load bearing cladding.
Section III, Determining Responsible Design Values and Section IV, The Future of Stone outline a variable-based design procedure analogous to load-and-resistance factor design.
Section V, Guide Specification for Stone Systems advises owners, architects, engineers, and contractors about the specialty of modern stonework.
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The purpose of this standard is to provide guidance to facilitate the design, manufacture, and procurement of welded steel tanks for the storage of water. This standard does not cover all details of design and construction because of the large variety of sizes and shapes of tanks. Where details for any specific design are not given, it is intended that the constructor, subject to the approval of the purchaser, shall provide details that are designed and constructed to be adequate and as safe as those that would otherwise be provided under this standard. This standard does not cover concrete steel composite tank construction. Section 1 covers general topics such as scope, definitions, guarantee, drawings to be furnished, and references. Section 2 discusses material specifications. Section 3 details general design. Section 4 addresses the sizing and design of elevated tanks. Accessories for elevated tanks are discussed in Section 5. Section 6 covers sizing of ground supported standpipes and reservoirs. Accessories for ground supported standpipes and reservoirs are detailed in Section 7. Sections 8 through 15 include welding, shop fabrication, erection, inspection and testing, foundation design, seismic design of water storage tanks, alternative design basis for standpipes and reservoirs, and structurally supported aluminum dome roofs, respectively. The major revisions in this edition of ANSI/AWWA D100-96 include the following: Section 2 includes new data on the types and thicknesses of materials and their uses in tank construction. Section 3 has been extensively revised in the area of design load definitions, and the reference tables, figures and equations used in the design of welded steel tanks. Minimum plate thicknesses, roofs, anchor bolts, and flush-type cleanouts have been defined. The buckling requirements of conical and double-curved shells have been clarified. Section 4 clarifies the design of tension members carrying wind and seismic loads and steel risers. Updates of criteria for accessories including safety grills, overflows, and screening have been added to Sec. 5. Section 7 includes updates similar to those found in Sec. 5. Section 8, concerning the quality control of welders, welding operators, and welding inspectors, has been expanded to improve quality control during construction. Critical joint details, materials, and sizes of welds are also clarified. Section 10 has been revised to better define temperature limits for welding and limits of weld reinforcement.' Section 11 includes extensive changes concerning the inspection of welded joints. Tank shell, tubular support, columns, tension member bracing, and large diameter riser joints are discussed, and radiograph requirements have been revised. The penetrometer techniques and details have also been revised to conform to ASME criteria. Section 12 has minor changes, and Sec. 12.6 concerning foundations for flat bottom tanks has been revised. Section 13 covering seismic design has extensive revisions updating the methods to calculate forces and stresses. A new seismic map of the United States is included along with new and revised equations for calculating such things as hydrodynamic seismic hoop tensile stresses, and sloshing wave height to determine minimum freeboard. Appendix C of the previous edition has been incorporated into the standard as Sec. 14. Reference standards have been moved to Sec. 1. Electrode criteria and requirements for permanent and temporary attachment criteria have been revised. The type of inspection and number of weld joint inspections have also been updated for better quality control. A new Section 15, entitled Structurally Supported Aluminum Dome Roofs, has been added. It provides the purchaser with the flexibility to choose an alternative roof system. The entire standard was reviewed carefully, and minor changes were made in many of the section to improve understanding and readability. Tabulated values and equations throughout this standard have been revised to include English and SI units of measurement. In the event of a discrepancy between the values, the English values shall govern.
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