ensoft group 7 manual

ensoft group 7 manual

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ensoft group 7 manualHas been cited by the following article. TITLE: AUTHORS: KEYWORDS: JOURNAL NAME:, December 26, 2012 ABSTRACT: Piles supporting marine structures such as jetties, relieving platforms, quay walls and fixed offshore structures are subjected to lateral loads due to berthing and mooring forces, wind, waves, storm surges and current forces. This paper presents some factors that affect the design of pile groups supporting marine structures founded in cohesionless soils. Lpile Ensoft Some main aspects that should be considered in the pile group design are addressed such as pile batter angle, pile group arrangement, pile spacing, pile slenderness ratio and magnitude of lateral static loading. Numerical analyses were conducted to investigate these design aspects with and without impact of scour. Different scour depths were considered to cover the possible root causes of scour around pile groups such as waves, current and ship propeller jets. The study revealed that scour has greater impact on lateral loading of pile groups compared to its impact on single piles. Pile groups with side-by-side arrangement exposed to scour are more critical than single piles and piles groups with tandem arrangement due to the combined effect of scour and pile-soil-pile interaction. It is also concluded that scour protection is not always required. Configuring Tunnel Groups, Group Policies, and Users. Overview of Tunnel Groups, Group Policies, and Users. Tunnel Groups. General Tunnel Group. 30, 2012 Title 21 Food and Drugs Parts 600 to 799 Revised as of April 1, 2012 Containing a codification of documents of general ensoft group 7.0 users manual applicability and future effect. General description. Ptpypyp xyxmtypypypgeneral description list of features.five sets of boundary conditions are available to model the pile head: free head. Digital Media Group Facebook Blaster Pro v8 0 1 Incl Keygen Lz0 rar Find the file you need and download it for free.http://www.gemko.pl/userfiles/dish-network-3900-receiver-manual.xml

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For your query ensoft lpile plus 5 0 technical manual 3 results found. Maybe you are searching for Ensoft LPile Plus. 30, 2004 CODE OF FEDERAL REGULATIONS 21 Parts 600 to 799 Revised as of April 1, 2004 Food and Drugs Containing a codification of documents of general. McAfee GroupShield 7.0 User Guide - Free ebook download as PDF File (.pdf), text file (.txt) or read book online for free. The improvements in recent releases of LPILE and GROUP have been welcomed by our users. In the past few years our development team has been busy providing regular. The Hillside Group is a nonprofit corporation dedicated to improving human communication about computers by encouraging people to codify common ensoft group 7.0 users manual Name By entering you agreed with our TOS and privacy policy. If you do not agree, please do not use this service or you will face consequences. Lpile Ensoft This site powered. This site powered. Tunnel Groups. General Tunnel Group. Mar. 30, 2012 Title 21 Food and Drugs Parts 600 to 799 Revised as of April 1, 2012 Containing a codification of documents of general ensoft group 7.0 users manual applicability and future effect. Maybe you are searching for Ensoft LPile Plus. Mar. 30, 2004 CODE OF FEDERAL REGULATIONS 21 Parts 600 to 799 Revised as of April 1, 2004 Food and Drugs Containing a codification of documents of general. This site powered by. Overview of Tunnel Groups, Group Policies, and Users. This site powered by. The program was developed to compute the distribution of loads (vertical, lateral, and overturning moment in up to three orthogonal axes) applied from any multiple locations in the pile cap to piles arranged in a group. The piles may be installed vertically or on a batter and their heads may be fixed, pinned, or elastically restrained by the pile cap.A solution requires iteration to accommodate the nonlinear response of each pile in the group model.http://www.incomet.com.ar/images/dish-network-5_0-ir-remote-manual.xml Program GROUP solves the nonlinear response of each pile under combined loadings and assures compatibility of geometry and equilibrium of forces between the applied external loads and the reactions of each pile head. The pile-head forces and movements are introduced into equations that yield the behavior of the pile group in a global coordinate system. The program can internally compute the deflection, bending moment, shear, and soil resistance as a function of depth for each pile. As an option, the user can ask the program to generate internally some suggestions for p-multipliers to automatically reduce the soil resistance. GROUP is able to generate or lets users specify p-y reduction factors for two orthogonal axes. The program employs commonly-accepted equations to compute internally the estimated unit side friction and unit tip resistance based on the soil properties that are specified by the user for each soil layer. LPILE solves the differential equation for a beam-column using nonlinear lateral load-transfer (p-y) curves. The program computes deflection, bending moment, shear force and soil response over the length of the pile. Another option from LPILE provides graphs of pile-head deflections for various pile lengths, to help users with optimum pile penetrations (for lateral response). Special procedures are programmed for computing p-y curves for layered soils and for rocks. Alternatively, the user can enter manually any other externally generated ip-y curves. LPILE has analytical features to compute the nonlinear moment-curvature relationships and nominal moment capacity of a pile’s section based on specified pile dimensions and nonlinear material properties. Optionally, the user may enter nonlinear moment-curvature relationships to be used in place of the internally-generated values. LPILE provides several design recommendations for rebar arrangements in drilled shafts.https://www.interactivelearnings.com/forum/selenium-using-c/topic/17877/bradford-white-service-manual LPILE solves the differential equation for a beam-column using nonlinear lateral load-transfer (p-y) curves. LPILE provides several design recommendations for rebar arrangements in drilled shafts. In general, the majority of axial capacity methods used by SHAFT are based on the latest FHWA manual. In addition, several extra axial capacity methods are provided for clay shales, gravels, and gravelly sands. The analytical methods employed by SHAFT are based on experimental data obtained from hundreds of well-instrumented axial load tests of full-sized drilled shafts. Newer criteria for soil response of gravel and weak rock were modeled after papers of recent publication. SHAFT can analyze the axial capacity and settlement behavior of drilled-shafts in eight types of soil and rock models. SHAFT can accommodate any combination of soil and rock layers in a layered profile. The soils and rock models in SHAFT are the following: The program was developed to compute the distribution of loads (vertical, lateral, and overturning moment in up to three orthogonal axes) applied from any multiple locations in the pile cap to piles arranged in a group. The piles may be installed vertically or on a batter and their heads may be fixed, pinned, or elastically restrained by the pile cap. The program will generate internally the nonlinear response of the soil, in the form of t-z and q-w curves for axial loading, in the form of p-y curves for lateral loading and in the form of t-r curves for torsional loading. A solution requires iteration to accommodate the nonlinear response of each pile in the group model. Program GROUP solves the nonlinear response of each pile under combined loadings and assures compatibility of geometry and equilibrium of forces between the applied external loads and the reactions of each pile head. The p-y, t-z, q-w and t-r curves may be generated internally, employing recommendations in technical literature, or may be entered manually by the user.https://jdlwealth.com/images/company-safety-manual-template.pdf The pile-head forces and movements are introduced into equations that yield the behavior of the pile group in a global coordinate system. The program can internally compute the deflection, bending moment, shear, and soil resistance as a function of depth for each pile. For closely-spaced piles, the pile-soil-pile interaction can be taken into account by introducing reduction factors for the p-y curves used for each single pile. As an option, the user can ask the program to generate internally some suggestions for p-multipliers to automatically reduce the soil resistance. GROUP is able to generate or lets users specify p-y reduction factors for two orthogonal axes. The program allows the user to select computations of the required unit side friction at the top and bottom of each soil layer along with a unit tip resistance. The program employs commonly-accepted equations to compute internally the estimated unit side friction and unit tip resistance based on the soil properties that are specified by the user for each soil layer. Users can also input external nonlinear curves of axial load versus settlement for each pile in the group.LPILE solves the differential equation for a beam-column using nonlinear lateral load-transfer (p-y) curves. The program computes deflection, bending moment, shear force and soil response over the length of the pile. As an option, components of the stiffness matrix at the pile head may be computed internally by LPILE so users can incorporate basic soil-structure interaction in their super-structure analyses. Another option from LPILE provides graphs of pile-head deflections for various pile lengths, to help users with optimum pile penetrations (for lateral response). Nonlinear lateral load-transfer from the foundation to the soil is modeled using p-y curves generated internally using published recommendations for various types of soils. Special procedures are programmed for computing p-y curves for layered soils and for rocks. Alternatively, the user can enter manually any other externally generated ip-y curves. Five types of pile-head boundary conditions may be selected, and the structural properties of the pile can vary as a function of depth. LPILE has analytical features to compute the nonlinear moment-curvature relationships and nominal moment capacity of a pile’s section based on specified pile dimensions and nonlinear material properties. LPILE provides several design recommendations for rebar arrangements in drilled shafts. It provides two modes of operation, merge and comparison mode. It comes in three editions: Standard, Professional and Team. The table below lists the differences among the editions. Its small width makes it fit perfectly next to SimDiff on your monitor. Used for three-way comparison or merge. When the output model is not specified, merges are performed in the left model. You should have received instructions on how to get your license key by email.This mode disables the merge buttons in SimDiff so you cannot accidentally modify your models. This is optional and it's only used for three-way comparison or merge. Otherwise, merge results will be saved to the left model. For details refer to the section Breaking Library Links. As a consequence, 3-way merging is more reliable than 2-way merging. The only difference is that 3-way comparison makes use of a common ancestor. Let’s look at a simple example. Without examining the original model there is no way of knowing if D was added to Model 1 or if D was deleted from Model 2. SimDiff's 2-way comparison approach always assumes the change occurred in the right model. Therefore, in the above example it will report D as deleted. During the merging stage, it is the user responsibility to decide whether D should be deleted or kept in the merged model. Note that in all 2-way merge tools the resulting merged model will be determined by user decisions during the merging process. Type help simdiff4 or doc simdiff4 in MATLAB for a full list of options. The changes made to both models are also indicated. You can double click any element in the model and SimDiff will show it in a Simulink window. It also includes a set of sample models that are used in several sections of the guide.Thus, the user must merge and check them one at a time.It's very handy if you are new to SimDiff 4. Just select the container element and click the hierarchy merge toolbar button.Conflicts are excluded because they require user decision. Tip: Hierarchy Merge runs faster when Simulink Highlighting is disabled. For details refer to section Highlighting Changes in Simulink.Note however, that this merge will not be tracked by the SimDiff undo system. It means that if the change in the right is applied it may overwrite some of your changes in the left model. Note that a change in both, left and right, can only be determined when the base model is available. Therefore, conflicts can only be detected in 3-way comparison or merge mode. For example, in order to add a signal the blocks it connects must be present. When you are done, click the synchronize button. The dependencies are organized in a tree, where the children have to be executed before the parents. You can do this by clicking the synchronize button. The exception is when the merge action is a dependency for an unfiltered merge action. In that case, a hollow merge action icon is shown. This merge action cannot be directly merged, but is merged if the dependent merge action is merged. Note that its effect is observable only when models are open. Note that with branched lines, the entire branch must be highlighted, so highlighting for branched lines may sometimes be inaccurate. Users can leave notes on changes, mark changes as reviewed, and apply tags to changes. SimDiff also keeps track of the username and date of the last review. See section Generating a Change Report. Here, the user can toggle a checkbox to mark or unmark changes as reviewed, add or modify tags to associate with the changes, and leave or edit a note on the changes. Items that are reviewed with be marked with an icon ( ), while items that are not reviewed will not have the icon. Users can click to toggle the reviewed status for that row. These preferences can also be conveniently accessed from a button on the Auditing Panel. Tags have a name, a color, and a description. The name can be used to identify the tag, and can include alphanumeric characters, dashes, underscores, and periods. The color also helps identify the tag, and can be any of the predefined Simulink colors. The description is a short sentence that provides more information about the significance of a tag. Multiple tags in the Tags fields are separated by a comma. The Tags field also includes a drop-down box for applying or removing existing tags. The full auditing tag list can be viewed and edited from the Auditing Preferences. In the Auditing Panel, users can type a new note, or select a previously used note from the drop-down. This allows data from the current session to be saved and then reloaded at a later time. It also enables the auditing process to be divided among team members, since the auditing data file can be transferred from one person to another. The main toolbar includes buttons to mark or unmark the selected change as reviewed. If multiple items are selected, the button will mark or unmark all selected changes. Each toolbar button also includes a drop-down arrow in the bottom-right corner that will also mark or unmark all children of the selected change(s). Finally, when multiple items are selected, the Auditing Panel will display and allow editing of audit information for all of the selected items. You can save a change report in either XML or HTML format. The MATLAB API also allows you to return the change report as a MATLAB variable. For each container element the following information is included: A dialog will pop up in which you can select the report file location as well as several options for the report generation. Then a dialog will open asking you where to save the models.The same coloring scheme as for highlighting changes in Simulink is used. For details refer to the section Highlighting Changes in Simulink. Prefixes are used since Stateflow currently does not support adding colors to objects. When output state activity is enabled for a State, Stateflow automatically creates an associated Data object. In R2012b and earlier, the Data name always matches the State name.It allows you to specify the elements you are interested in (e.g. Constant blocks) or the elements you want to exclude in the comparison. Similarly, you can specify which attribute changes you want to see or not see. You could even specify to only include changes on attributes for a given set of elements. Possible values for element types are: For example, you could typeHowever, it is possible to configure an attribute filter so it applies to specific element types. If multiple include filters are enabled, the effect is to include the union of include filters, then exclude any remaining exclude filters. Element and attribute filters are independent. For example, if lines are included, and the Color attribute is excluded, then SimDiff will only show changes for lines, and will show all attribute changes in lines except the Color attribute. First, SimDiff groups filters by type (attribute or element). For each group: It is possible to exclude changes you want to ignore after the comparison was done. To do this, you can right-click on the elements or attributes you want to ignore and add them to a desired exclude filter. Results will be updated immediately. The list of attributes or element types in built-in filters cannot be modified. They can still be enabled or disabled as any other filter. Filtered attributes will appear in the attributes tab with the icon. Thus, when an element with attribute changes is merged all its attributes will be merged regardless of whether they are filtered or not. Attributes related to layout are the only exception to this rule. They are only merged when they are not filtered. After selecting a model file, the user can choose a subsystem inside a model file to use when comparing or merging models. Not only can this help the user focus by reducing the background noise from changes in other parts of the model, it also can shave even more time off of SimDiff's fast comparison times. This can be useful in cases where blocks were refactored (i.e. moved from one subsystem to another, or grouped together under a new subsystem or new model). In fact, a subsystem can even be compared to an entire model. This will open a dialog that allows you to run commands and scripts to set up the workspace appropriately for each model. The MATLAB path can be either set by typing MATLAB commands or selecting an existing script. When SimDiff compares the models, it will also compare the workspace variables in both the MATLAB Base Workspace and the Model Workspace. The viewer is similar to the MATLAB Workspace window. Double-clicking a struct or matrix cell opens another tab to display its contents. By default SimDiff will only compare the information inside the model file—in this case the reference block, not the library block. However, SimDiff offers the possibility to break library links so that all referenced library blocks are compared. Note that breaking links is only allowed in Comparison mode. This will open a dialog that allows setting the MATLAB path appropriately for each model so that library dependencies are found. The MATLAB path can be either set by typing MATLAB commands or selecting an existing script. Once the setup is done, it can be saved as a Preset for convenience. SimDiff will create temporary copies of the models with links broken and will compare them. For instance, undoing merge actions for Stateflow elements is not supported yet. In order for the undo feature to work properly these are the situations that should be avoided: As a consequence, future undo operations could fail. Thus, if the MATLAB session is closed, it's recommended to click the synchronize button and then continue with the merge process. Thus, if the target model has to be closed without saving, it's recommended to click the synchronize button right after closing it. Thus, you should synchronize after modifying the model. In merge mode, SimDiff requires to upconvert models to the closest common higher MATLAB version that is available on the system.This could occur when file names are renamed by repository systems. For details refer to the section Breaking Library Links. For details refer to the section Comparing models saved with different MATLAB versions. Since the position of Stateflow elements can have an effect on behavior, extra care must be taken when merging Stateflow. You can use merge actions just as with Simulink, and then adjust positions if necessary. Most repository systems provide a way to compare and merge different versions of a file stored in the repository. Typically, the client application for the repository runs a built-in or pre-packaged tool, providing the tool with command-line arguments that point to a temporary checkout of the revisions to be compared. Some repository systems even can be configured to use different tools based on a pattern match, such as file extension. These are the easiest systems to configure with SimDiff, although any system that allows for user configuration of diff and merge tools can be made to work. Please note that the website list is not exhaustive - even if your system is not listed, it may still be possible to configure it. Below are some generic instructions for integrating SimDiff with almost any repository system client. Some repository clients require a separate output file; to do this add a fourth parameter to specify the output file. This is a problem if your repository also holds non-model files. To work around this, you can use the ToolSelector utility program, which ships with SimDiff and is located at C:\Program Files\EnSoft\SimDiff 4\utils (or wherever SimDiff 4 is installed). Please refer to the ToolSelector documentation in the utils directory for information on how to set up ToolSelector. Your rights to the software are governed by the accompanying end user license agreement. Every effort has been made to ensure that the information in this manual is accurate. EnSoft is not responsible for printing or clerical errors. Mention of third-party products is for informational purposes only and constitutes neither an endorsement nor a recommendation. EnSoft assumes no responsibility with regard to the performance or use of these products. Learn how to enable cookies. Best Cities for Jobs 2020 NEW. 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Cons Office is inadequate for daily working activities, especially for administration activities.Grow your employer brand Get a free employer account Want to remove competitor ads. Learn More Want to do more with your profile. Find the right level for your needs. First Name Last Name Company Job Title Work Email Phone Failed to submit your request, please check if you have entered first name, email and phone number. We have received your request. Request a Quote Or Contact Us at Request Submitted Thank you for your request. A Sales Representative will be in contact with you with your custom quote. This is the Ensoft Consulting company profile. All content is posted anonymously by employees working at Ensoft Consulting. Ensoft has applied advanced technology, much of it based on recent research, in the writing of software for the solution of complex problems that arise in geotechnical and structural engineering. Notable among Ensoft’s computer programs are those that address the analysis and design of foundations employing piles and drilled shafts. LPILE solves the differential equation for a beam-column using a finite difference approach. Nonlinear lateral load-transfer from the foundation to the soil is modeled using p-y curves generated internally using published recommendations for various types of soils, or user-inputted p-y curves. Specialized procedures are also available for computing p-y curves for layered soils and rocks. With the first release dating back to 1986, LPILE has continuously been developed and improved to meet user needs and incorporate state-of-the-art literature and procedures. The program was developed to compute the distribution of loads (vertical, lateral, and overturning moment up to three orthogonal axes) applied from any multiple locations in the pile cap to piles arranged in a group. The program generates internally the nonlinear response of the soil, in the form of t-z and Q-w curves for axial loading, in the form of p-y curves for lateral loading and in the form of T-q curves for torsional loading. Program GROUP solves the nonlinear response of each pile under combined loadings and assures compatibility of deformations and equilibrium of forces between the applied external loads and the reactions of each pile head. Following methods are used for computations of pile capacity: American Petroleum Institute (API RP-2A) U.S. Army Corps of Engineers (USACE) U.S. Federal Highway Administration (FHWA) Revised Lambda Method The special APILE Offshore version includes four other CPT based methods: Norwegian Geotechnical Institute (NGI) Imperial College Pile method (ICP and also referred as the Marine Technology Directorate or MTD method) University of Western Australia (UWA) Fugro method As a difference to conventional pratice, the PYWALL method includes the effects of soil-structure interaction. Modern methods of analyses of the behavior of reatining structures consider realistic soil conditions and relevant details of the structural system. Therefore, a rational method of analysis and design must include the nonlinear soil-resistance-displacement relationships, pile spacings, penetration depths and structural properties. PYWALL considers soil-structure interaction by using a beam-column model and can analyze the behavior of a flexible retaining wall or soldier-pile wall with or without tiebacks or bracing systems. In general, the majority of axial capacity methods used by SHAFT are based on the latest FHWA manual. In addition, several other axial capacity methods are provided for clay shales, gravels, and gravelly sands. SHAFT can accommodate any combination of soil and rock layers in a layered profile.The t-z and Q-w curves can be internally-generated for both driven piles and drilled shafts with the input of information on the supporting soil and on the geometry of the pile. Curves of short-term settlement as a function of applied loads are essential for some engineering computations; for example, when refined input is needed for the analysis of piles in a group. The calibrated, site-specific curves can then be used with TZPILE to design the production piles, which may vary from the test piles in geometry and stiffness. The main output provided by TZPILE is pile-head movement as a function of applied load. However, for any given load, the program can also present the load and movement along the length of the pile. In addition, the program allows the user to specify the settlement profile if the user would like to consider negative skin friction caused by downdrag. The program will use iterative solution to find the soil reaction based on the relative movement between the soil and the pile at the depth of interest. The neutral depth, which separates the negative and positive skin frictions, will be generated. The DYNAN program follows these guidelines.