#Msew 3.0 manual software
This data with Leica's software solutions. To utilize scanners from other providers but would prefer to process Tools support complex topographic models, with intelligent meshĭecimation that minimizes file size while retaining accurate geometry.Ĭyclone-SURVEY is a subset of the Cyclone-MODEL product and is an ideal Point cloud data via the Cyclone Virtual Surveyor™ function. Quickly extract relevant feature and coordinate information from the Set of tools for accurately modeling 3D point clouds as CAD geometry orĪs meshes for engineering, surveying, construction, architectural and Objects for robust export into CAD (and other applications), and toĪllow robust import of data from CAD (and other applications).Ĭyclone-MODEL has the industry's largest, most complete and automated Reducing the need to place and extract targets.Įnables professionals to use point clouds directly, to process them into Optimum registration, and provides significant time- and cost-savings by Geo-reference scan data, as well as the ability to align overlappingĪreas of point clouds – without the use of targets. Provides the complete set of tools for aligning point clouds capturedįrom different scanning positions, quickly and accurately.Ĭyclone-REGISTER supports the use of Leica Geosystems HDS targets to
Leica Cyclone is comprised of individual software modules for different needs and for flexible product customization. The need to copy and/or transmit large point cloud project files.Ĭyclone Modules for Flexible Configuration Users can work concurrently on databases, thereby reducing Software makes it easy for users to manage data efficiently inĭatabases. Highest performance environment for laser scanning projects. Object Database Client/Server software architecture provides the Inherent completeness of 3D point clouds represents one of their majorĪdvantages over other sources of geometric information. Segmental Retaining Walls - Seismic Design Manual, 1st Edition, authored by R.
#Msew 3.0 manual manual
The NCMA design procedure, as implemented in MSEW(3.0), is detailed in:ĭesign Manual for Segmental Retaining Walls, 2nd Edition, edited by James C. Simple geometry and using geosynthetic reinforcement (same as the This option is limited to block (segmental) walls having MSEW(3.0) also includes an option to use the NCMA design Guidelines it is recommended that the user purchase a copy of these Of AASHTO LRFD design are provided in the Bridge Section of AASHTO
#Msew 3.0 manual manuals
These manuals serve as the basis for AASHTO 98/02 (ASD). FHWA-SA-96-071) as well as a revised version of Demo82 ( FHWA NHI-00-043). The Help in MSEW(3.0) software includes relevant sections of Demonstration Project 82 ( Publication No. Stability results, graphic files compatible with AutoCAD®, design Stability, user's generated databases, improved presentation of slope
This version includes many enhancements suchĪs calculations of quantities, more versatile surcharge loads, use ofĬoulomb lateral earth pressures for both internal and external Highway Agencies and by US Federal agencies. Version 1.0 has been designated exclusively for use by US State The same applied to database files.ĪDAMA Engineering developed the copyrighted program MSEW Version 1.0 for the US Federal Highway Administration (FHWA).
Furthermore,īy a click of a button, virtually all tables in MSEW(3.0) can beĮxported to Excel or be printed. Includes elements such as connection strength thus facilitating a moreĬomprehensive stability analysis for which ReSSA is ideal. For more in-depth and efficient global analysis, MSEW(3.0) canĮxport data files for analysis using ReSSA(2.0). Systems as well as the occasional need to conduct forensic study.Īllows for global stability analysis using Bishop method with circularĪrc. Such exploration is useful for the development of new Although the program generally follows the guidelines ofĮstablished design procedures, the user can explore design options andĬoncepts beyond the formal guidelines the user can override allĭefault values. NCMA is limited to geosynthetic reinforced segmental retaining walls Note that AASHTO98/02 is based on allowable stress design ( ASD) whereas AASHTO 2007-2010 is based on load resistance factor design ( LRFD). The design and analysis of mechanically stabilized earth walls.
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