Digital Rebar

Author: r | 2025-04-24

Digital Rebar Projects Digital Rebar projects in Skanska Norway are 100% free of rebar drawings, both on paper and digitally. It is the rebar model that is used when ordering rebar from the

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END OF LIFE NOTICE FOR VERSION 2.xVersion 2 of Digital Rebar is no longer being maintained. All development has shifted to v3 (Digital Rebar Provision) which is being actively supported. If you need help migrating, please contact RackN for assistance.Ref: to Digital RebarThe Digital Rebar is a container-ready cloud & hardware provisioning platform that delivers the best of software deployment automation and orchestration without locking you into a single platform or operating system. Our mission is to embrace the heterogenous nature of cloud and data center operations.While it's been completely rebuilt by DevOps artisans, Digital Rebar history includes years of battle-tested ops learnings by the Crowbar Project founders.Getting Started & DocumentationDocumentation is maintained in Read The Docs and sourced from our doc repository.Help & CommunityHelp & ChatGitter: DocumentationLive Weekly Planning and Design MeetingsMailing ListCommercial support for Digital Rebar is available from RackN Inc.Codebase HistoryFall 2016: Digital Rebar / DigitalRebar converged into single repo + workloads.Summer 2015: Digital Rebar / Core (and many repos) restructured into microservice containersFall 2013: OpenCrowbar Rearchitecture (v2) was a complete re-write of Crowbar to be composableSpring 2011: Original Project: Crowbar (still maintained by SUSE) was a Chef wrapper layerDangerous and Fun Quick Start command.We know you'll ignore this advice, but we recommend that you Read The Docs Deployment Install Guide first!WARNING: This is only for clean systems. If you've already cloned this repo, use the run-in-system script!From the home directory of a user with sudo capabilities,curl -fsSL | bashThis command will turn the current node into a DigitalRebar admin node in Host mode operating as the IP onthe default gateway interface. For cloud instances, this means that it will use the private network and willonly safely manage nodes in its private network. UX and API will be available through the public IP of thecloud instance assuming https is allowed through the cloud's network protections.You may add additional arguments to bash to enable features or change the IP address that ADMIN node will use.E.g. curl -fsSL | bash -s -- --con-provisioner --con-dhcp --admin-ip=1.1.2.3/24will enable the dhcp server and provisioner for the admin node. You will need to edit the admin-internal network toboot nodes properly. This would also set the admin-ip to 1.1.2.3/24 in the configuration files. This last partis needed if you are using an AWS or google instance and you want to use your admin node for things not directlyin your VPC/Network.NOTE: When enabling the

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That focuses on tools (rather than end-to-end processes) leads to tool sprawl and fragmented silos of automation," according to a April 2021 Gartner report. "This complexity impedes infrastructure agility. Therefore, I&O leaders must map out the infrastructure delivery process and implement an integrated pipeline that is easier to manage."RackN Digital Rebar Infrastructure Pipelines fit into existing technology stacks and provide the missing automation interconnectivity operations between infrastructure layers. With RackN Digital Rebar, existing processes and automation can be seamlessly connected using proven Infrastructure as Code techniques. This allows operators to create system level processes that collect and manage systems regardless of their layer in the system hierarchy."By bringing the concept of infrastructure pipelines to life as a product, RackN has transcended siloed IT automation platforms and created a new, desperately needed layer of automation," said Mark Thiele, founder and CEO, Edgevana. "We are incredibly excited because RackN now makes it possible for our customers to more quickly and confidently scale to tens and hundreds of thousands of edge locations."Digital Rebar's modular workloads create reusable, site-specific workflows that ensure compliance, automate mundane security tasks, and automate the rollout of patches as threats arise to help organizations keep dynamic distributed applications compliant to any security requirement."Digital Rebar Infrastructure Pipelines evolved from patterns proven by RackN customers deploying end-to-end solutions at global scale," said Rob Hirschfeld, co-founder and CEO, RackN. "By productizing Infrastructure as Code scaffolding around these standard processes, these customers -- category leaders in banking, media, and cloud computing -- saw dramatic reductions in system fragility and complexity while code reuse and compliance improved across their organizations."Try RackN Digital Rebar.

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In Rebar shape manager:A new bending shape property Arc twist angle (AT) has been added for all curved legs. This property has a non-zero value when the bar has a 3D shape. The value may also be -180 if the curved arc rotation is in different direction than the previous arc or bending.The bending twist angle (T) value is given also for the first bending if the first leg is curved.The previous new properties AT and T are also included as shape code rules.The properties AL, AA, RI, and RO can now be used in formulas.Polygonal bars are no longer converted into curved bars if the curve is not on the same plane (and if only the projection of the geometry is a circular arc). TTSD-13154 Reinforcement The visualization of curved and circular reinforcing bars containing hooks has been improved where previously the hook bending was not correctly represented. TTSD-15678 Reinforcement The threading visualization used in rebar sets is now also available for reinforcing bar groups and single reinforcing bars. TTSD-27901 Reinforcement All template attributes starting with CRANK_ can now be used to report crank properties when cranking is created by using end detail modifiers. TTSD-27964 Reinforcement Previously, Tekla Structures crashed when you copied rebar set properties and other objects were selected along with the target rebar set. This has now been fixed. TTSD-28607 Reinforcement Previously, Tekla Structures could crash if a rebar set contained an end detail modifier defining a custom hook with zero angle. Sometimes such hook definitions could also prevent the model from being opened. This has now been fixed. TTSD-29759 Reinforcement When attaching rebar set bars to concrete parts, Tekla Structures now uses the center of bars instead of the center of gravity to determine to which parts the bars are attached. Previously, using the center of gravity could cause rebar set bars to be attached to incorrect parts as the center of gravity could locate outside the bars. This happened to L-shaped bars, for example. TTSD-30092 Reinforcement In rebar sets, the default hook direction now depends only on the first leg. Previously, it was determined from the first two legs including a possible cranked leg at the other end of the bar. TTSD-31061 Reinforcement Previously, rebar set adaptivity did not work correctly when magnetic grid planes were used in the model. This has now been fixed. TTSD-31463 Reinforcement Previously, all rebar sets were modified after you set the work plane. This happened when you deleted a rebar set, undid the delete command, and then updated the window. This has now been fixed. TTSD-32199 Reinforcement Previously, when you created a concrete part with a round part cut, a rebar set bar that intersected the edge of the cut was not correctly attached to the concrete part. This has now been fixed. TTSD-7959, TTSD-31577 Reinforcement Split rebar groups are now mirrored correctly. TTSD-8028, TTSD-8098 Reinforcement Tapered (or tapered ridge, tapered curved) rebar groups with excess exact spacing values are now mirrored correctly. TTSD-8097 Reinforcement Previously, when direct. Digital Rebar Projects Digital Rebar projects in Skanska Norway are 100% free of rebar drawings, both on paper and digitally. It is the rebar model that is used when ordering rebar from the

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The rebar calculator calculates the total cost of rebar, grid dimension, per unit price, total rebar length, and number of rebar pieces. It also helps to find grid dimensions (length and width) to make concrete rebar calculations more precise.What is Rebar?A rebar is a reinforcement bar of metal used to increase the binding strength of the concrete slab. It expands along with the thermal expansion of the steel bars. The rebar spacing is different relative to the specific requirements of the construction. The rebar structural degradation of concrete structures due to reinforcement corrosion is a major worldwide problem. (Kapilesh Bhargava, June 2006)How Do I Calculate How Much Rebar I Need? :Rebar grid dimensions are given below:Grid Length = Slab Length - (2 * Edge Rebar Spacing)The rebar pieces formula.Rebar Pieces = Total Rebars Length / Single Rebar LengthThe total length of the Rebar is measured vertically and horizontally. Total Rebars Length = (Rebar Columns * Rebar Length) + (Rebar Rows * Rebar Width)The Rebar cost formula is:Cost of Rebar = Total cost (Unit cost/Unit length)For ease, you can use a rebar estimator that estimates unit cost, and other important factors for your construction projects.Rebar Function in Construction:The Rebar or the reinforced bar is a steel that provides strength to the construction concrete. The rebar is utilized in various construction sites for purposes like: Rebar in Grid Rebar in a Wall Rebar in a Circular Slab Rebar in an Irregular Slab Rebar in a Circular SlabRebar Example:Let's suppose the total length of the rebar is 940 feet, the unit length is 30 feet and the unit price of the Rebar is $6.63.Cost of Rebar = Total Cost (Unit Cost/Unit Length)Cost of Rebar = 940 (6.36/30)Cost of Rebar = $199.28FAQsHow Do I Know What Size Rebar To Use?For the construction of walls, piers, or columns. Recommended an 8mm or better quality of Rebar should be used. In the same way, for the construction of footing, foundations, etc, a better choice is 10 mm rebar. A 10 mm diameter or quality rebar is best for footers and foundations to adjust the settingWhat Is The 1 8 Rule For Rebar?Engineers sometimes use the “1/8 Rule,” which means the rebar is 1/8 thicker than a slab. For example, a slab that is 6” thicker may have rebar marked as size 6 or 3/4 inches.Is It Better to Use Rebar or Wire Mesh?Both wire mesh and Wire Mesh are used in the construction process. The wire mesh is restricted to slabs carrying lighter loads. Rebar on the other hand has more load-bearing required in construction. Example:Wire mesh for (Sidewalks)Rebar for (Beams, Columns, and Slabs) Rebar Spacing Chart:Measurement units of rebar are the Imperial and metric bar

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Reinforcement bars, or rebar, are critical for ensuring the structural integrity of concrete walls. Accurate rebar placement and quantity are essential for the strength and stability of a wall. With a Rebar Calculator for Wall, you can easily estimate how much rebar you need for your project. In this post, we will explain how the calculator works, what factors affect rebar quantity, and provide the formulas used for calculation.What Does the Rebar Calculator for Wall Do?The Rebar Calculator for Wall helps you estimate the amount of rebar required for a wall project. By entering the wall dimensions, rebar spacing, and overlap (splice), the calculator will determine: Total Lineal Feet of Rebar Needed Number of 20' Lengths of Rebar RequiredThis makes it easy to plan your rebar purchases and avoid material shortages or wastage during construction.Factors Involved in Rebar CalculationSeveral factors impact the amount of rebar needed for a wall, including: Wall Dimensions: The height and length of the wall determine the size of the area where rebar is placed. Rebar Spacing: The distance between the vertical and horizontal rebar bars defines how much rebar is required. Rebar Overlap (Splice Length): When one rebar ends and another begins, they must overlap to ensure structural integrity. This overlap length is considered in the total rebar length calculation.Calculating Total Lineal Feet of RebarTo calculate the total lineal feet of rebar, you need to know the dimensions of the wall and the spacing of the rebar. The formula is:Horizontal Rebar L=(Wall LengthHorizontal Spacing+1)×Wall Height\text{Horizontal Rebar Length} = \left( \frac{\text{Wall Length}}{\text{Horizontal Spacing}} + 1 \right) \times \text{Wall Height} Vertical Rebar L=(Wall HeightVertical Spacing+1)×Wall Length\text{Vertical Rebar Length} = \left( \frac{\text{Wall Height}}{\text{Vertical Spacing}} + 1 \right) \times \text{Wall Length} Total Lineal Feet of Rebar=Horizontal Rebar L+Vertical Rebar L\text{Total Lineal Feet of Rebar} = \text{Horizontal Rebar Length} +

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Segments OS: Win64 Unfolds sheet metal elbows and cylindrical segments. A segment is part of a cylinder intersected by two arbitrary planes. Sheet Metal Tee Piece ( T - junctions ) OS: Win64 A cylindrical pipe intersects into a cylindrical pipe or a cone-shaped pipe. Unfolding (developing) of the parts (cylinders and cones). Allowances may also be left for fastening. Sheet metal pipes need shaped elements. Three types are presented here: transition from rectangular to circular section, straight reducing cone, and eccentric reducing cone. WDPD TOOLS for Fast Engineering OS: Win64 Commands for moving or copying objects in different UCS that are set dynamically. Finds the intersection points of lines with a plane, cylinder, cone, or sphere. Draws a chain sprocket and spur gears Obtaining the section or unfolding ( developing ) of a cone intersected by a plane or the unfolding ( developing ) of a winding of a conical or cylindrical shnek is used. JTB Rebar Trial OS: Win32 and 64 JTB Rebar is a BIM-like Rebar Callout - Automatic Rebar Table - Dynamic Beam Detailing app for Autodesk® AutoCAD®. JTB Rebar OS: Win32 and 64 JTB Rebar is a BIM-like Rebar Callout - Automatic Rebar Table - Dynamic Beam Detailing app for Autodesk® AutoCAD®. 1 2 3 4 5 ... 14 >

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\text{Vertical Rebar Length} Calculating Number of 20' Lengths of RebarOnce you have the total lineal feet of rebar, you can determine how many 20' lengths of rebar are needed. The formula is:Horizontal Rebar L.=(Wall LengthHorizontal Spacing+1)×Wall Height\text{Horizontal Rebar Length} = \left( \frac{\text{Wall Length}}{\text{Horizontal Spacing}} + 1 \right) \times \text{Wall Height} Vertical Rebar L.=(Wall HeightVertical Spacing+1)×Wall Length\text{Vertical Rebar Length} = \left( \frac{\text{Wall Height}}{\text{Vertical Spacing}} + 1 \right) \times \text{Wall Length} Total Lineal Feet of Rebar=Horizontal Rebar L+Vertical Rebar LExplanation: Add the total lineal feet of rebar and the overlap length multiplied by the number of splices. Divide by 20 (the length of a standard rebar piece in feet) to find the total number of rebar pieces required.ExampleLet’s assume we have a wall with the following details: Wall Length: 30 feet Wall Height: 10 feet Horizontal Spacing: 2 feet Vertical Spacing: 2 feet Overlap Length: 2 feetUsing the formulas above:Total Lineal Feet of Rebar:Horizontal Rebar Length=(302+1)×10\text{Horizontal Rebar Length} = \left( \frac{30}{2} + 1 \right) \times 10 Vertical Rebar Length=(102+1)×30\text{Vertical Rebar Length} = \left( \frac{10}{2} + 1 \right) \times 30 Total Lineal Feet of Rebar=160+180\text{Total Lineal Feet of Rebar} = 160 + 180 Total Lineal Feet of Rebar = 340 feetNumber of 20' Lengths of Rebar:Calculate Total Rebar Length (Including Overlap)Assume 10 splices are needed:Total Rebar Length (Including Overlap)=340+2×10\text{Total Rebar Length (Including Overlap)} = 340 + 2 \times 10 Total Rebar Length (Including Overlap) = 340+20 = 360 Calculate Number of 20' Lengths of RebarNumber of 20' Lengths of Rebar=36020\text{Number of 20' Lengths of Rebar} = \frac{360}{20} Number of 20’ Lengths of Rebar= 18You can adjust the number of splices according to your project needs to get the accurate total rebar length.\text{Total Lineal Feet of Rebar} = \left( \frac{\text{Wall Length}}{\text{Horizontal Spacing}} + 1 \right) \times \text{Wall Height} + \left( \frac{\text{Wall Height}}{\text{Vertical Spacing}} +. Digital Rebar Projects Digital Rebar projects in Skanska Norway are 100% free of rebar drawings, both on paper and digitally. It is the rebar model that is used when ordering rebar from the Digital Rebar. Streamline and secure IT Operations with Digital Rebar v4.14 .

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While Ansible and Terraform have ruled the Infrastructure as Code tooling conversation, a new unified approach to automating workflow for multi-cloud hybrid infrastructure is set to shake up the market. RackN, a bootstrapped startup out of Austin, released its flagship product, Digital Rebar v4.8, making it possible to manage the complexity -- and all but eliminate the fragility -- of distributed heterogeneous infrastructure at scale.Infrastructure pipelines, like CI/CD pipelines for code, provide a consistent and predictable automated end-to-end process to provision, update, maintain and decommission infrastructure. They are composed of modular workflows that are orchestrated by a pipeline manager throughout their multi-cloud, on-premises or edge lifecycle. By using Infrastructure as Code (IaC) practices, operators can ensure reuse and strong operational control.RackN's Digital Rebar software uses infrastructure pipelines to create consistent, automated workflow between compute, storage, networking, security and access control. By standardizing the full lifecycle management of both physical and virtual infrastructure, RackN Digital Rebar enables enterprises to mitigate risk and innovate faster. RackN is the first company to bring an end-to-end infrastructure pipeline product to market."Over the past decade plus, application development has been radically transformed as the industry has transitioned from a set of disconnected components into an integrated software pipeline," said Stephen O'Grady, Principal Analyst with RedMonk. "The obvious next question is when we'll see corresponding infrastructure pipelines become standard practice as individual discrete Infrastructure as Code or configuration management components are integrated into a single, manageable toolchain."Unmanaged complexity is undermining innovation and, ultimately, exposing businesses to continuity, security, and economic risk. Business and IT leaders see it, but they don't know where it's coming from or what it means, only that their IT estates have become too fragmented and siloed.The solution is to automate, but today's automation landscape is the Wild West. Teams have to choose between making it up as they go and deploying one off solutions or being overly constrained by a centralized management system. The result is a lot of tools used in a lot of different ways without any visibility into what's been done and how it's exposed companies to risk."Infrastructure automation

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Percentage based on Number of Cast Units instead of the number of pieces 630 Erection Sequence – Used the ORDER template attribute that works with the Construction Sequencer- RemovedThe following reports have been removed from this role. 336 Concrete Takeoff4.7 TemplatesThere are no role-specific Template changes that affect Precast Detailing.4.8 Drawings- AddedThe following drawing settings were added to this role. Cast Unit Drawing Properties Cast Unit Drawing Properties - View Creation View Properties- RemovedThe following drawing settings were removed. StraightBars Section new_standard new_standard_2 new_Stair new_Doubletee_Form new_Doubletee_Form2 new_Beam new_Beam_2 Detail CU_RebarView CU_FormView5 Cast In Place / Rebar Detailing 5.1 Cast In Place (or Rebar Detailing) RoleThe Cast In Place (and Rebar Detailing) Role was created to include only the items needs to use Tekla Structures for Cast In Place / Rebar Detailing projects. This Role combines the contents of the environment folders with the contents of the us_roles\castinplace folders. The Role_Cast_In_Place.ini (or Role_Rebar_Detailing.ini) file located in the usimp (usmet) folder runs after the env_US_imperial.ini (env_US_metric.ini) file is run.5.2 Model TemplateThe Cast In Place (and Rebar Detailing) role’s model template has been updated to support the new/updated Custom Components.5.3 User-defined AttributesThere are no role-specific UDA changes that affect Cast In Place (and Rebar Detailing) other than those mentioned above in the Common section.5.4 Modeling- AddedThe following Reinforcing bar, Reinforcing bar group and Rebar Set attributes were added. Composite Embed bars Ties Stirrups Lifting-ErectingBar- RemovedThe following Reinforcing bar and Reinforcing bar group attributes were removed. DowelBars EmbedBars EmbedRebar Liftin-ErectingBars Stirrup StirrupBars StraightBar TieBars UBar Ubars5.5 ComponentsThere are no role specific Component changes that affect Cast In Place (and Rebar Detailing) other than those mentioned above in the Common section.5.6 ReportsThere are no role specific Report changes that affect Cast In Place (and Rebar Detailing).5.7 TemplatesThere are no role-specific Template changes that affect Cast In Place (and Rebar Detailing).5.8 Drawings- AddedNew Object Level Settings settings have been added. Color Concrete Faces by CIP Type Color Concrete Faces 6 Download Previous US Localization Notes If you missed what was done by your local technical team in previous versions (2017i and earlier) you can download the at localization notes here.. Digital Rebar Projects Digital Rebar projects in Skanska Norway are 100% free of rebar drawings, both on paper and digitally. It is the rebar model that is used when ordering rebar from the Digital Rebar. Streamline and secure IT Operations with Digital Rebar v4.14 .

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Status bar at the bottom of the Tekla Structures window. TSAC-3157 Drawings You can now use multiple symbols when creating a new detail in Drawing 2D Library. All symbols in the detail will have their own properties. TSAC-3178 Drawings Rebar group dimensioning: The start value of absolute dimensions is now shown correctly again in the Rebar group dimensioning application. TSAC-3263 Drawings Rebar group marking: Total number in cast unit is now correct for rebar sets. TSAC-3264 Drawings Template attributes created with the Rebar group dimensioning and Rebar group marking tools now work correctly in dimension marks. TSAC-3325 Drawings Rebar group dimensioning: Rebar group dimensioning no longer causes crashes. The crashes were caused by incorrect part bounding boxes and incorrectly counted view restriction boxes. TSAC-3448 Drawings Improvements in the Drawing 2D Library have been done to prevent multi-user models from crashing. TSAC-3454 Drawings Rebar group dimensioning: The tool now takes the view depths into account to determine the part shape. Previous only the view plane was used. TSAC-3456 Drawings In Tekla Structures 2019i SP1 in 2D library, texts, symbols, and rectangular polygons in 2D details were misplaced. These misplacements were visible when advanced option XS_​UPSIDE_​DOWN_​TEXT_​ALLOWED was set to TRUE. TSAC-3607 Drawings Rebar group dimensioning: The symbols were placed incorrectly during the plug-in creation. This has now been fixed. TSAC-3676 Drawings Rebar group dimensioning: Rebar group dimensioning now works correctly for views that are rotated in cast unit drawings. TSAC-3690 Drawings Drawing 2D Library had a defect in Tekla Structures 2019i Service packs 1 and 2. The 2D details inserted in section views were incorrectly placed. This has now been fixed. TSAC-3980 Drawings Drawing 2D Library had a defect in Tekla Structures 2019i service pack 1 & 2. 2D details inserted in section views were incorrectly placed, this has now been fixed. Horizontal section views are now fixed as well. TTSD-17244 Drawings Changing the units for rebar CC property now works more reliably in drawing marks and dimensions. TTSD-18347 Drawings Weld marks in drawings that had the size hidden in the weld mark properties were not drawn correctly. This has now been fixed. TTSD-19675 Drawings In imported .rtf files the table formatting has been significantly improved. TTSD-19815 Drawings The Document manager error handling has been improved. Now a message is shown if there is a problem reading any of the saved settings files. TTSD-20248 Drawings Document manager drawing status icons have been improved. Some color was added to improve clarity. TTSD-20373 Drawings In the Layout editor, moving several templates at once with the Move command now works more reliably. TTSD-23555 Drawings The column sort in Document manager was not reacting to changes of values of sorted properties. This has now been fixed. TTSD-24534 Drawings The center-to-center distance in bolt marks now works more reliably. TTSD-25906 Drawings The Delete button in Document manager has been improved. Now, if you have selected documents in Document manager, clicking Delete deletes selected documents. You can no longer accidentally delete model objects by clicking Select objects in