Looking for:
Autodesk robot structural analysis professional 2015 french free download |
Robot Structural Analysis Professional | Download & Pricing. Autodesk robot structural analysis professional 2015 french free download
{{l10n_strings.ADD_TO_A_COLLECTION}} - Autodesk robot structural analysis professional 2015 french free download
Prestress performs SLS checks under either limited or complete prestress. Item 9. Regardless of the magnitude of the losses, Prestress always considers this variation of the nominal prestress force. The stress and SLS-check results for the top and bottom fibers of each section are saved in an. The cross-section is composed of four prefabricated beams supporting a 20cm-thick cast-in-place deck. The beams are placed on neoprene bearing pads which allow them to deform in all directions.
Figures [10] and [11] and Table [1] present all the relevant information for the prestressing of the beams. Figure Plan and cross-section of Santa Isabel Viaduct. Prestressing data and cable profiles of Santa Isabel Viaduct. The Robot model adopted is shown in Figure [12]. As stated in Section [2. Since the beams are supported by neoprene pads which allow for both rotation and displacement of the beams, the model was created with all but one of the supports resisting only vertical displacements.
A single support is given additional constraints in order to create a stable model. Also note the difference in cross-section properties between the model and the information given in Table [1] due to the simplification of the section. Since Prestress will adopt the section given in the model, the results will not be the same as if the true cross-section were used. A more precise representation could have been used via the custom "Section Definition" option available in Robot.
Robot model for the Santa Isabel Viaduct. Thumbnail Table 1. Properties of Santa Isabel Viaduct. The fact that it is impossible for any add-in to consider structures built with construction phases means that the model had to suffer some simplifications. The cross-beams at the supports and mid-span were not considered in the model they are replaced by concentrated loads on the beams and the slab is defined as a "cladding", which serves only to distribute loads and does not add to the structure's stiffness.
These simplifications are necessary since the beams are in fact prestressed prior to being hoisted and therefore the entire prestressing load is resisted by the isolated beam. If the cross-beams and the slab added to the stiffness of the model, they would absorb significant portions of the prestress load from the beam, leading to imprecise results.
The dead loads are divided into two parts: the beams' self-weight and that of the slab, pavement including future repaving and concrete barriers. The beams' self-weight load is applied on the structure as soon as the first phase of prestressing takes place.
The remainder is assumed to all take place when the concrete is 28 days old. This must be done by the user via a load combination since Prestress has no way of knowing a priori whether such load factoring must take place.
Figure [13] presents Prestress ' output in. The stresses and SLS checks are presented for each section at each phase the results of the third phase are omitted in this article. As can be observed in Section 6 during the last phase, whenever one of the SLS checks fails, a flag is raised pointing it out. In this case, the ELS-D condition was not satisfied, since the concrete is in tension under almost-permanent live loads. The file also contains the estimated elongation of the cables prior to anchorage slippage losses not shown in this article.
As with the input window, the units adopted in this results file are taken from the Robot model. Figure 13a. Results of Santa Isabel Viaduct. Figure 13b. Figure 13c. As mentioned in Section [2. This allows the user to include the effect of the prestress for other calculations, such as that of the necessary shear reinforcement.
The project of Guarita Viaduct - North [14] is aimed at reinforcing and widening an existing statically-indeterminate structure with three spans and short cantilevers at each end.
The cross-section is composed of four cast-in-place concrete beams, two of which are from the existing structure and two are a part of the widening project. The new beams are prestressed with bonded post-tensioned cables. Plan and cross-section of Guarita Viaduct - North.
Reprinted from Cerne Engenharia [ 14 ]. Prestressing data and cross-section of Guarita Viaduct - North. Reprinted from Cerne Engenharia [14]. The adopted Robot model is shown in Figure [16]. The real boundary conditions in this bridge are quite different from those seen in the example of Section [3. The entire structure of this viaduct is monolithic. The beams are supported by the pillars via Freyssinet hinges, which allow the differential rotation of the beams in relation to the pillars but do not allow for differential displacements.
For this reason the entire structure, including pillars, was considered in this model. This way, any interference the remainder of the structure may have in the behavior of the prestress will be taken into account. Robot model for the Guarita Viaduct - North. The slab, however, had to be considered as a simple "cladding", with no stiffness.
This occurs for the same reason as described in Section [3. The dead loads here are separated into two groups: one applied once the cables are jacked, composed of the self-weight of the beams including cross-beams and the slab; and another which contains the pavement and concrete-barrier loads which is applied after 28 days.
The live loading is identical to that described in Section [3. Figure [17] presents the results file. Windows 8, 8. Watch too Enscape3D 3. Save my name, my e-mail, and website in the browser to use the next time in my comment. Professional software. Autodesk Robot Structural Analysis Professional x You have been detected as being from. Where applicable, you can see country-specific product information, offers, and pricing.
All of these terms refer to software technology. All Rights Reserved. Except as otherwise permitted by Autodesk, Inc. Except where otherwise noted, this work is licensed. Building Information Modeling for Structural Engineering Integrated tools for modeling, coordination, analysis,. All rights reserved. No part of the contents of this book may be reproduced or transmitted in any form or.
Adobe Digital Publishing Suite, Analytics Service Analyze and optimize content for greater business impact Table of contents 1: Business benefits 2: Key features 2: Standard baseline analytics reporting. General Product Information Creating designs and documentation is much more efficient using the software.
No part of the contents of this book may be reproduced or transmitted in any form. Work with PassKey Manager Trademark Notice Blackboard, the Blackboard logos, and the unique trade dress of Blackboard are the trademarks, service marks, trade dress and logos of Blackboard, Inc. All other.
Site Administrator Guide Trademark Notice Blackboard, the Blackboard logos, and the unique trade dress of Blackboard are the trademarks, service marks, trade dress and logos of Blackboard, Inc. The sending of newsletters is the basis of an efficient email marketing communication for small to large companies. All emill editions include the necessary tools to automate the management of a subscribers.
Except where otherwise noted, this work is licensed under a Creative. Quick Start Guide Installation and Setup Introduction Velaro s live help and survey management system provides an exciting new way to engage your customers and website visitors. While adding any new technology. The Kansas Interactive Testing.
It covers basics such as searching, navigating, and downloading. It also covers more advanced features such as. MPV Autodesk Revit software has great built-in tools for adding and managing keynotes.
Often these tools are underused,. Welcome to Log on to Learn You ve just begun membership of the premier web based software training service. You will now enjoy access to everything that Log on to Learn has to offer. This short guide will. This tutorial shows. The reader should. No part of the contents of this book may be reproduced or transmitted in any form or by. There are separate system requirements for each of the three different editions of the Autodesk Building Design Suite.
Please make sure that you are referencing the appropriate section of this document. Copyright Microsoft Windows names and logos are registered trademarks of the Microsoft. Guidelines for online application procedure Step 1 Go to www. Distribution of this work or derivative of this work is prohibited. With one single click, you can create a website without any knowledge of.
Table of Contents Table of. What are popups? What if I have a problem with viewing popups? Steps to take if your web browser is blocking popups 2 3. Internet Explorer 9 4 3. Work with the File Library App Trademark Notice Blackboard, the Blackboard logos, and the unique trade dress of Blackboard are the trademarks, service marks, trade dress and logos of Blackboard, Inc.
Online sales management software Quick store setup v 1. SRDM is a web-based. No part of this document may be reproduced, translated into another. Report this Document. Flag for inappropriate content. Download now. For Later. Jump to Page. Search inside document. Except as permitted under the Copyright Act of , as amended, and the right to store and retrieve one copy of this Work, you may not decompile, disassemble, reverse engincer.
You may use this Work for your own commercial and personal use; any other use of this Work is strietly prohibited. Your right to use this Work may be terminated if you fail to comply with these terms. No part of this Work may be reproduced, distributed, or transmitted in any form or by any means, including photocopying. Trademarks: Autodesk and Robot are registered trademarks of Autodesk, Ine. Learning any new software can be a challenge.
With this in mind, we have attempted to present a thorough guide to the basics of Robot Structural Analysis along with some insight into the deeper functioning of the program. We hope that you will find this text to be very helpful on your way to mastering the Program. We have tried to be as accurate as possible, give you some deeper color around the features of the program, and to hopefully demystify some of the more challenging commands in the program. We are always happy to hear your fecdback and look forward to the opportunity to continue improving this text and subsequent texts through your feedback.
Please feel free to contact me at ken marshapi. I suppose, at that point in life, I believed that it was possible to know everything or to have accomplished everything It has been an awesome adventure and has led me to some amazing places in the world.
I would also like to take a moment to thank the customers of Autodesk software: Without you, I would never have had the Opportunity to be involved with an amazing revolution in our industry which we have experienced in the growth and adoption of Building Information Technology. T still believe that we have only scratched the surface and there are still many exciting things to come. I would like to first thank Nicolas Mangon for bringing his vision of Revit for Structural Engineers to fruition in the form of Revit Structure.
Even at version 2. I would like to thank Anthony Hauck for helping me learn to see the bigger picture and for his willingness to share his vision of the future.
I would like to thank Pawel Piechnik for his encouragement and positive outlook. I would like to thank my first Robot, teachers Tomek and Waldek. Without your help I would probably have never begun this adventure in the first place.
I would like to extend a huge thank you to Pawel Pulak, an amazingly patient, brilliant, kind, and gifted product support specialist at Autodesk. His insight, tireless accurate diagnoses, and deep product and engineering knowledge have been indispensable to me throughout this process.
While this has not always been the case for all software, Robot Structural Analysis Professional seems to fall into this category. The standard methods of interacting with typical windows style programs do not necessarily apply to Robot which can lead to some confusion while trying to learn this product.
I vividly recall my personal process of learning Robot and I would say that the learning process continues on a day to day basis. I was not born in Boston. If you know anything about Boston, you know that there is nary a straight road in the town save Back Bay: lucky us. Learning to drive around Boston is quite possibly one of the most exhausting experiences I've had. It makes it impossible to enjoy the sights, impossible to find where you want to go and infuriating after you've missed the turn and can't figure out how on earth you can get back to where you were before.
I feel quite the same about Robot as a learning experience, but once you get the hang of it, you'll be off and running.
❿ ❿
No comments:
Post a Comment