csc orion manual

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And by having access to our ebooks online or by storing it on your computer, you have convenient answers with Orion Csc Manual. To get started finding Orion Csc Manual, you are right to find our website which has a comprehensive collection of manuals listed. Our library is the biggest of these that have literally hundreds of thousands of different products represented. I get my most wanted eBook Many thanks If there is a survey it only takes 5 minutes, try any survey which works for you. Discover everything Scribd has to offer, including books and audiobooks from major publishers. Start Free Trial Cancel anytime. Standard Training Manual: Csc Orion Uploaded by Masaba Solomon 63% (8) 63% found this document useful (8 votes) 7K views 245 pages Document Information click to expand document information Description: Training manual for Csc Orion Design software. For concrete structures only. Report this Document Download Now Save Save Standard Training Manual: Csc Orion For Later 63% (8) 63% found this document useful (8 votes) 7K views 245 pages Standard Training Manual: Csc Orion Uploaded by Masaba Solomon Description: Training manual for Csc Orion Design software. Full description Save Save Standard Training Manual: Csc Orion For Later 63% 63% found this document useful, Mark this document as useful 38% 38% found this document not useful, Mark this document as not useful Embed Share Print Download Now Jump to Page You are on page 1 of 245 Search inside document Browse Books Site Directory Site Language: English Change Language English Change Language. Log into your account your username your password Forgot your password. Privacy Policy Password recovery Recover your password your email Search Sign Up Log In Lost your password. Sign in Welcome! Log into your account your username your password Forgot your password. Get help Privacy Policy Password recovery Recover your password your email A password will be e-mailed to you.http://dreamfuturegroup.com/userfiles/1040-manual-pdf.xml

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Appendix H: Slab Design using FE Analysis Introduction Creating FE Slab Strips Finite Element Model Generation Finite Element Model Generation Updating the FE Strips with Reinforcement Appendix I: Enhancing the General Arrangement Drawings Creating Dimensions Shrinking Axes and Setting Unused Axes to Ghost Creating Slab Section Views Appendix J: Orion Data File Structure and Project Settings Project Settings Details Format. PDF Size: 10Mb Pages: 365 Language: English Download Code CSC Orion Standard Training Manual Become a VIP Member to see this content Facebook Twitter WhatsApp Linkedin Viber Previous article Bentley ProStructures Video Tutorial Next article CSC Tedds 2014 Manual Civilax Civilax is the Knowledge Base covering all disciplines in Civil Engineering. We aim to close the gap to the industry by improving the awareness about latest trends in Civil Engineering. Civilax - September 8, 2020 0 Create Grid, Spacing and Customizing in ETABS Civilax - September 8, 2020 0. You should be able to make use of CSC Orion for Design after reading this Article. After the sizing, the engineer is faced with the challenge of loading the structure. But let us briefly review how we go about the G.A. To me, adequate presentation of the general arrangement has more to with years of design experience. The ground floor plan of the building is shown in the diagram below. From the architectural disposition, the building is a two family occupancy arrangement, with each family occupying a floor level. To minimise interruption, the staircase has been placed at the extreme of the left-hand side of the building. The 1st floor of the building is also shown below. Apart from that, the general arrangement is fairly the same. It is advisable to place the ground floor plan side by side on the graphical user interface window of your CAD program (e.g.http://fibertechnique.com/tmp/105-201m-manual.xml

AUTOCAD) with the floor plan of the subsequent stories as shown in the diagram below: After placing the floor plans side by side on the window, you can start noticing a few different things about the floor plans immediately. For more ideas on how to proceed, copy the floor plans to another location on the window (still leaving the ones you placed side by side). Now, copy the plan of the first floor, and paste it on the ground floor plan, so that the dimensions and axes are matching perfectly. For more clarity, you can change the colour or thickness (or both) of the ground floor elements and first-floor elements and gridlines, so that you can rightly distinguish between the two. All axes that are coincidental will be visible, and all axes that are on the first floor and are not on the ground floor and vice versa will also become visible. At this point, you can also see the outline of block work on the first floor, and this is more critical for the general arrangement of the floor slab. It will properly guide you on the selection of floor beam axis. The block work axis of the ground floor will aid you on the design of the foundation plan. So carefully make your selections based on matching axes, and fair uniformity. And as I hinted earlier, your arrangement must be consistent with what the architect has in mind. So this is much like art, and you have to use your ingenuity here. (My supervisor during my industrial training once told me that it is one of the hardest things to do in structural design). This represents your columns on the floor plan. Now carefully copy this element and start pasting it at the locations where you have decided to place your columns (this usually occurs at intersections between axes). Also, I normally start at the corners of the building; more often than not, columns must be there irrespective of the arrangement. After that, move to the interiors and place your columns as desired.

After you are satisfied with what you have done, carefully check the interaction of the arrangement, and make sure that they are reasonable. Areas, where primary and secondary beams will interact, will also become very visible. Also, we can alternatively place columns at points A1, A2, A4, and A5. Without reading further, ponder on that arrangement and see the alternative that you will prefer. If I should choose to place a column at point A3 (neglecting A2 and A4), these are the implications: That’s a complexity on its own. However, if the building is being located in area where the soil is so bad that constructing a single footing will be very expensive, we can settle for alternative 1. The final GA I adopted for the whole model is shown diagram below; The program consists of several modules for performing the following tasks; In summary, Orion model allows you to; GA is the first step, irrespective of whether you are undertaking manual or computer-aided analysis. It is assumed that you have already purchased and installed Orion software package on your computer. There are many approaches of modelling in Orion like importing from other software etc. But in this text, I am concentrating on modelling from scratch. On launching, this dialogue box below comes up; In this case, note that no spacing is allowed on the project code. You can use underscore to separate words. Hit the ENTER button Then click on IMPORT. Specify as desired and click ok. The green rectangle on the screen represents the sheet size you have selected in the previous dialogue box. Now, we wish to create the GA of the building. By this time, you should have manually prepared your GA (could be a rough sketch), and have accurately placed your beams and column where you desire them to be.

In this case, note that the GA we want to prepare has been shown above, you must have carefully specified the preliminary structural dimensions of your elements, and the concrete cover viz; At this point, we wish to create all our specified axes. So by right-clicking on it, select the Orthogonal Axis Generator, and click on it. Our cursor at this point changes to a hairpin cross with thin lines. Now move your mouse to the specified sheet on the GUI (the green rectangle box) and click at a good location on it. The following dialogue box comes up; You can interchange your Axis Label as you wish. So to be consistent with our original plan, let us leave it the way it is. Even though it is not specified in the GA diagram, the edges of our cantilever slab must have its own axis. This is to facilitate the modelling of our Cantilever slabs. Do not be bothered. If you wish, you can take your time and specify as accurately as possible, the spacing of the gridlines. This is probably the best way. Otherwise, there is a faster way of doing it, which is to offset the already existing axis by the distance you want. The only difference is that your labels will become alphanumeric. For instance, if you offset axis A, you will probably get axis label A1. I guess this should not be a major concern since it is subsequently editable. Leave the axis extension line the way it is (at 2000mm) and click OK. Now, if you look at our GA, we have axis 7, which we have not yet captured. To create it, we know the distance between axis 7 and 8 to be 2035mm on our manual GA. We wish to create axis 7 on Orion by offsetting axis 8. Through this way also, we create all other axes, including the free edge of our cantilever slabs. So right click on Axis 6 on the Orion GUI, and click on Offset Axis. In this case, you have to click towards the left-hand side of axis 6 for the axis to be created. Through this way, we create all other axis remaining on our GA.

We have to be careful to ensure that the columns are where they are supposed to be. So in the cases where you are modelling a column that will project out of a building, you should have a good idea of how to manipulate your eccentricities.Your final output should be as shown below- carefully verify its consistency with our GA. Disregard htop by leaving the value as zero. Keep clicking and dragging it until you create all the floor beams. Note that a beam that is being dragged can only terminate at a point where two orthogonal axes intersect. Your final arrangement should be as shown below; Click on the plan icon and return to the plan view. It will subsequently affect our results. Select Parameters We have some important settings to take care of there. For instance, if you desire the minimum bar sizes for your columns to be 16mm, you can specify it by checking and un-checking the bar sizes as you desire. Click OK after all your selections. A little consideration will show that we have already taken care of that. Now go to the load combinations Tab. On clicking on it, we the following dialogue box below pops up. We can see that the partial factor for dead loads is 1.25, instead of the 1.35 that we know in Eurocode 2. We have to change that.Now change the Maximum G Factor from 1.25 to 1.35. You can see that the partial factor for variable loads is 1.5. We will leave that the way it is. Then click ok But a little consideration will show that PANEL 5 is very problematic due to the presence of multiple gridlines, and the fact that we have some curved sections. See the sample difficulty below. Multiple panels have been created based on the areas created from the gridlines. So how are we going to solve this problem. We are going to apply a little trick. Also note that there is need for a new gridline to adequately capture the edges of the slab of PANEL 5 (see the MANUAL GA). We will offset axis B1 by 1200mm below to create the edge (this creates Axis B2).

Now, we have to delete the multiple slabs created in the region of interest (simply click on each of them, and hit the delete button). We will now create beams along the exterior edges of PANEL 5, including a curved beam where it is required (follow the procedure described for beam creation). See what was done below. The following dialog box comes up; The centre offset (c) and radius (R) are automatically generated based on the value input. Now DELETE the exterior periphery beams that we created for it. By implication, we have created the slab. The implication of this is that we will use Finite Element Analysis for our floor slab load transfer, instead of Yield Line method. Click OK. Go to Storey by the left-hand side of the GUI, right click on it, and click on Insert Storey. On the Add Storeys dialogue box that pops up, enter the number of storeys as 2. Click ok. We will generate only the columns and the floor beams. However, we know that roof beams are of different cross-section with the floor beams. So all we have to do is to change their properties. Select generate storey. That is to say, we are moving some elements from the ground floor to the 1st floor. As I hinted earlier, we are generating only c olumns and beams. So you will have to uncheck Slabs and its associated elements. Click OK We should account for this for the purpose of ground floor column design. Click OK. You can view the effect of this on 3D view if you wish. I am removing beams I marked X, and drawing some green lines in the areas that I am adding new beams. The roof beams will aid in resisting possible wind loads, even though we are not explicitly accounting for it in this design. Also edit the depth of the beam to 250mm, by right-clicking on it, and changing hbot to 250mm. For aesthetics and to represent the architectural disposition, leave the beams at the front column as 450mm. The final 3D disposition should be as shown below. Right-click on any beam that will carry any block workload.

On Clicking on it, the Load Profile Editor (Wall Load) dialogue box comes up. Note that we are neglecting the effects of opening on the wall load, so as to easily relate with our manual analysis results. On the other hand, it is more conservative. With the data generated, the dead load is automatically generated. Click OK We can copy the beam wall load to the other beams where it applies. Hold the control button and click on all the beams where you want the load to be applied. To verify that you are successful, all the beams affected will change to purple. You can verify that I did not load the beams crossing the lobby area with wall load. From the drawdown list, select Edit Member loads, and the dialogue box below comes up. For more information on this, you can read the Orion Engineer’s Handbook. Also, all other settings regarding detailing, bar curtailment, etc can be adjusted here. Note that leaving some values as zero means that code requirements should be used. Otherwise, you can specify yours. The only adjustment I did was to specify my minimum steel for beams as Y16mm and Hanger bars as Y12mm. You can make adjustments on the steel bar sizes if you wish though. Note that the values we input while editing materials influences the number of options we have for steel bar sizes in specific member design settings. We can take care of this and change it to a single column length. This is necessary so that in the design of the columns, the appropriate length of the column will be used for the calculation of slenderness effects. Update this for the three columns concerned. The 3D view should be as shown above. Check that you are currently on Storey 1. Immediately, you are taken to the finite element analysis page (see the picture below). Once the meshing is complete, close the page to run the analysis.Orion carries out Finite element analysis based on the input rectangular sections.

Therefore, when you are analysing your floor beams, you may want to increase the stiffness to account for the flanges, which are typical for reinforced concrete buildings. The effective flange width according to Eurocode 2 is 895mm. We will do a little comparison to show the modification of stiffness that we are talking about. For flat slabs, a range of 0.16 to 0.25 has been recommended. 0.16 is ideal for offices and heavily loaded buildings, while 0.25 is ok for residential buildings. For more information on stiffness factors, kindly read the Orion Engineers Handbook (Page 132). So for this particular work, we are increasing beam stiffness by 1.5, and reducing slab stiffness by about 75%. It is more ideal for flat slabs. Now click on Floor Mesh and Analysis. It is however advisable to do for the 2nd storey first (a kind of chase down) Now, you can view the stress contour for different planes, such as Mx, My, Mxy, deflection (displacement) etc by clicking the options by the right hand side of the screen etc. I will give a brief description of the results to enhance your understanding. Feel free to check all the other contours. This is indicated by the green tick that shows that it has been successfully carried out for each storey. Just in case anything suggests that it has not been carried out. Click ok to run the analysis. By default, just leave it at General Strip. The first direction is the X direction. Now, I wish to draw the slab strip across Panels 1, 2, and 3. To start with, I have to select the start and end conditions of the slab. Now, at the start, the slab is simply supported or discontinuous, so I have to select the symbol (bob) in the middle. The end of the slab is a cantilever panel, so I have to select that accordingly by checking the option at the right (just follow the images). To make your strip line straight, hold the Ctrl Key.

Click somewhere outside Panel 1 by the left, drag the strip line till somewhere outside the cantilever area at Panel 10 and click there. Automatically, the reinforcements and their spacing are displayed. Repeat the process for all the other panels, bearing in mind to respect all the end conditions. Remember that for vertical directions, you have to use the Y strip direction. Remember that you can also use the Finite Element Strip, but you will have to go to FE Post processing for your design results. To do that, you have to change from Analytical Strip to FE Strip. However, the differences in the results for our case will not be pronounced. (See Orion Engineer’s Handbook). Green ticks show beams where all major requirements are satisfied. Now go to Detail Drawings, and Select Automatic Detail Drawing All Axis. Select the storey beams you want to be detailed. The reinforcement details are automatically detailed. For a very large building, and when a large number of beams are having a problem, you may go to the Batch Design Mode, to automatically re-select the bars provided to take care of the requirements. To view the calculation sheet, click on Design Report. Green ticks show beams where all major requirements are satisfied. By the bottom right corner, the Load Combination highlighted in red is the critical one, while at the top right corner, you can reselect the reinforcement and so on. If a column is failing, by clicking the Interactive Design Tab, Orion Automatically selects the appropriate reinforcement. In a case where you will need to increase the section size, you will be warned also. You can also print these details if you so desire. To print the full Analysis Report page for all the columns, return to the main Column Section Reinforcement Page. In this case, we are taking 700mm Note that you can adjust footing dimensions as you wish, but you cannot go below the minimum required.

To do this, click on the two columns involved, and group their foundations together. Then insert Pad Bas as usual. This has been done on columns 1C15 and 2C17. Where the columns are spaced too wide from each other, you can consider designing the base as a strip footing. For instance, instead of having footings of variable dimensions all through, you can group the designs for ease in construction, and possible reuse of materials where applicable. For example, the calculation gave the dimension of column base 1C2 as 1200mm x 1200mm, and base 1C6 gave dimensions 1100mm x 1100mm. Instead of having footings of different variable dimensions, I will simply take footing 1C6 to 1200mm x 1200mm.To view the reinforcement details, click on Foundation details at the bottom left corner of the screen GUI. The Detail Sheets Dialog box comes up. Click on New Detail Sheet, specify the paper size, and click on the GUI for the sheet size to be displayed. Now, if you want the reinforcement details of F1, click on F1, and click on the GUI for the details to be displayed. I strongly believe that you can now play with it and manipulate it appropriately from now on. Individual results of the structural members will now be displayed as we progress. I strongly recommend that you go through the necessary technical manuals to be more acquainted with Orion modelling and design guides.Thanks a zillion But, please can you shed more light on the stiffness factors in FE floor analysis, as I don’t really know the acceptable values to use for proper design. Thanks. I thought storey 1 is the ground floor (base floor) but in these tutorial Storey is used as the first upper floor. Please clearify me thanks Engr. Learn how your comment data is processed. You should be able to make use of CSC Orion for Design after reading this Article. You. You should be able to make use of CSC Orion for Design after reading this Article. You.

You should be able to make use of CSC Orion for Design after reading this Article. You. All Rights Reserved. Here, we are going to briefly present some practical analysis and design of some reinforced concrete elements using Staad Pro software, Orion software, and manual calculations. Ultimately, we are going to make some comparisons of the results obtained based on the different methods adopted in the analysis and design. To learn how to model, design, and detail buildings from the scratch using Staad Pro, Orion, and manual methods, see the link at the end of this post. For the architectural drawings above, the adopted G.A. is shown in Figure 7. below. There are no spelt out rules about how to prepare G.A. from architectural drawings, but there are basic guidelines that can guide someone on how to prepare a buildable and structurally efficient G.A. To see how to carry out deflections and crack control verifications, see the the link at the bottom of this post. The full detailing of the floor slabs is as shown below. The beam is primarily subjected to load from the slab, the weight of wall, and its own self-weight. To see how to manually calculate the loading on beams, follow the link at the end of the post. Load decomposition using finite element analysis was used for the load transfer. In typical cases, columns are usually rectangular or circular in shape. Normally, they are usually classified as short or slender depending on their slenderness ratio, and this, in turn, influences their mode of failure. Eurocode 2 demands that we include the effects of imperfections in the structural design of columns. The design of columns is covered in section 5.8 of EC2. Another method of calculating Column Axial Load is by Tributary Area Method. This method has not been adopted in this work. To see how to obtain the column design moments from the use of sub-frames, follow the link at the end of the post.

If the foundation of a building is poorly designed, then all the efforts input in designing the superstructure is in vain. It is therefore imperative that adequate care is taken in the design of foundations. Foundation design starts from detailed field and soil investigation. It is very important to know the index and geotechnical properties of the soil, including the soil chemistry, so that the performance of the foundation can be guaranteed. No further check required. See the completed models below; He is a member of the Nigerian Society of Engineers.For example, commercial roofs must have a larger load-bearing capacity than residential roofs often just because of the materials involved in their construction. You have done an excellent job with this content I must say. I love your posts always. Do check out this dashbuildnz.com, it has some great and nice ideas to look for. Due to their large size and flexibility. Reinforced concrete pavements. At Structville, we stop at nothing in giving you new dimensions to the profession of civil engineering. By using our website, you consent to the cookie policy on our policy page.Out of these cookies, the cookies that are categorized as necessary are stored on your browser as they are essential for the working of basic functionalities of the website. We also use third-party cookies that help us analyze and understand how you use this website. These cookies will be stored in your browser only with your consent. You also have the option to opt-out of these cookies. But opting out of some of these cookies may have an effect on your browsing experience. This category only includes cookies that ensures basic functionalities and security features of the website. These cookies do not store any personal information. It is mandatory to procure user consent prior to running these cookies on your website. For a more clear look, you can open some examples below.

All of the examples about Csc Orion User Manual with this web site, we get from many sources so you could create a better document of your own. In case the search you obtain here does not match up what you are looking for, please make use of the search feature that we have provided here. You are free to download anything that we provide right here, expense cost you the particular slightest. And by having access to our ebooks online or by storing it on your computer, you have convenient answers with Orion Structural Design Software Manual. To get started finding Orion Structural Design Software Manual, you are right to find our website which has a comprehensive collection of manuals listed. For a clearer look, you may open some examples below. All the illustrations about Csc Orion User Manual about this web site, we get from several sources so you may create a better file of your own. If the search you obtain here does not complement what you are searching for, please use the lookup feature that we possess provided here. You will be free to download anything that we provide in this article, expense cost you the particular slightest. And by having access to our ebooks online or by storing it on your computer, you have convenient answers with Orion Standard Training Manual. To get started finding Orion Standard Training Manual, you are right to find our website which has a comprehensive collection of manuals listed. By Civilax on October 22, Civilax Premium, Resource, Software Manuals. Training manual for Csc Orion Design software: For concrete structures only.Orion HCCA Pdf User Manuals. First is the QUICK START TUTORIAL pdf, Standard Training Manual and Orion Engineers Handbook.Logistics Support. Tekla software solutions for advanced building information modeling and structural engineering are part of Trimble offering. Case DigestsFull description. Trimble is an international company focusing on positioning-related technology for different industries.

Orion 18 software is a BIM-Compatible, structural engineering software. Orion Software develops and supports a full-feature software application that manages the whole range of the rental business process. Manuals require a table of contents and must be organized by chapters and sections. Every day, Structural Engineers around the world use our range of powerful structural software to design and construct commercial buildings. We also maintain the largest database of new and vintage RC Manuals on the web. Exporting and Importing from Autocad will also be covered during training. You can Teach Yourself at your own time without any one. Wherever we refer to an icon you will find a picture of that icon to the right of the text which refers to it. The product-specific Tekla User Assistance services contain the support material we provide to users of Tekla products. You should be able to make use of CSC Orion. In this tutorial, we will learn how to model analyse and design raft foundations. Standard Training Manual: Csc Orion - Free ebook download as PDF File.Supply and Provisioning Support. Please call us if you have any questions. Fully automated and packed with many unique features for optimized concrete and steel design, Tekla Structural Designer helps engineering businesses to win more work and maximize profits. This is because the software considers the load from the column above, then sizes the column and places reinforcement.It is also used for composite structures like multi-storey buildings. We use the experience and knowledge of our own staff and other respected training professionals to provide a well-selected, broad base of classes. Read and Download PDF File Orion. In-Service. Top quality training manuals excellent reference material for continued growth in use and practical application of these software tool at work.We earned the trust of csc orion 18 training manual more than clients worldwide. Training Support.