Wednesday, 14 June 2017

David Weaver from Mold-Tek shares what steel fabricators can learn from green chili

David Weaver Mold-Tek

Autodesk is excited to welcome David Weaver, Vice President at Mold-Tek Technologies Ltd as a guest contributor to BIM and Beam. David is an evangelist and thought leader for the steel industry, and shares a unique insight on how project teams collaborate.

(or why fabricators should be happy if their detailer is asking a lot of questions)

Growing up and living in Colorado, a frequent meal for me is to take whatever food is around and smother it in a good green chili sauce. Top it with sour cream and guacamole, and serve it with a side of tortillas. There are even thriving local chain restaurants whose entire business model is to take the cheapest ingredients possible and smoother them in top notch green chili.

My mother in law has a different taste in food. She grew up in Massachusetts and spent most of her adult life in Northeast Virginia, Fairfax. I still remember the look of … concern in her face the first time she saw me do this. She is a great cook, and I have always enjoyed eating her food, but let’s just say that my ingredients and techniques are not within her repertoire.

What can a fabricator learn from this? Simple. That standards and techniques can be regional. Just because a shop or erector has always been doing something a certain way, doesn’t mean that it is an industry standard. Take for example the angle or bent plate attached to a beam top flange to form an edge of slab detail. In Colorado, the typical approach is for it to be fully field attached. The field even cuts the pieces to length and performs any other cuts to get it around columns. Alternatively, there is a fabricator in the New England area that will shop attach it, but only with bolts in long slots, so that the field can perform adjustments then weld into position. I’ve also seen projects in Las Vegas where this material is shop attached and welded with no field work.

A typical edge of slab detail (Courtesy of Mold-Tek Technologies Ltd.)

My point is, things that fabricators think are industry standards might be unique to their region, or even only unique to their company.

It used to be that detailers worked regionally. It was too cumbersome and caused too much of a delay to ship physical drawings too great of a distance. But today’s technology allows electronic drawing files to be sent across the world in the matter of seconds. It often takes longer to type the email notifying the fabricator that drawings are posted to a file sharing site, then it does to actually post the drawings. This allows detailers to work across all regions of the US and even the world. Meaning they might not be familiar with the exact approach that a fabricator wants to use for a specific detail. This is especially true for the first time a detailer works with a fabricator.

A detailer with little experience will not know when to ask for the fabricator or erector’s preference. They may just apply the same approach that they used on their last project, even though that last project was for a different fabricator who has different preferences. Experienced detailers know when to ask about preferences. Unfortunately, this results in probably the biggest complaint I hear from fabricators, “The detailer is asking too many questions!” (typically in much more colorful language that I am using here).

Questions are exactly what you want from your detailer. When a detailer is flooding you with basic questions, don’t assume they are delaying the project, or are inexperienced. In reality, they might have just the right amount of experience to know that the question needs to be asked.

Related Articles

How to forge a detailer-fabricator relationship as strong as steel

The post David Weaver from Mold-Tek shares what steel fabricators can learn from green chili appeared first on BIM and Beam.



from my Autodesk source Bim & Beam: BIM and Beam at http://blogs.autodesk.com/bim-and-beam/2017/06/14/david-weaver-mold-tek-guest-post/
via IFTTT

Thursday, 8 June 2017

Multi-Rebar Annotation in Revit

A reinforcement drawing shows the positions of all reinforcing elements in a particular structure or a structural element. There are numerous ways of drafting concrete shop drawings, and drafting styles vary between countries or even between design companies.

Rebar in Revit comes with properties that can be read by predefined tags (families) created specifically to read the rebar settings. It’s possible to let Revit tag these items automatically, or you can manually tag the items.

Multi-rebar annotations significantly improve rebar detailing workflow. A multi-rebar annotation allows you to tag multiple rebar and rebar sets with a single annotation.

You can use these multi-rebar annotations to tag each bar in a rebar set with a detailed annotation for fabrication and construction.  Thanks to this functionality, drawing creation becomes quite smooth and productivity increases incomparably.

If you want to use this functionality in Revit you need to go on the Annotate tab -> Tag panel and under Multi-Rebar you can find the following two tools:

  • Aligned Multi-Rebar Annotation
  • Linear Multi-Rebar Annotation

Once you run one of them then you simply select rebar sets or individual rebars to have them annotated by one single annotation.  You can also modify multi-rebar annotations like other tags.

A Multi-rebar annotation family is a Revit system family. In the Type Properties you can find a tag family and a dimension style that can be easy configured and adjusted.

For more posts on Revit’s rebar features, check out these past articles on BIM and Beam:

The post Multi-Rebar Annotation in Revit appeared first on BIM and Beam.



from my Autodesk source Bim & Beam: BIM and Beam at http://blogs.autodesk.com/bim-and-beam/2017/06/08/multi-rebar-annotation-revit/
via IFTTT

Friday, 2 June 2017

6 IMPORTANT ENGINEERING PROPERTIES OF MORTAR

Properties of Mortar Properties of mortar which are sought for use in masonry are: workability, water retentivity, rate of stiffening, strength, resistance to rain penetration and durability. These properties have been discussed below explaining their effect on masonry. Choice of masonry mortar is governed by several considerations such as Type of masonry unit and its […]

The post 6 IMPORTANT ENGINEERING PROPERTIES OF MORTAR appeared first on CivilBlog.Org.



from CivilBlog.Org http://civilblog.org/2017/06/02/6-important-engineering-properties-mortar/
via Our favorite Civil Engineering Blog

Thursday, 1 June 2017

Sofistik Reinforcement Detailing 2018 is Available

SOFiSTiK Reinforcement Detailing significantly accelerates the creation of 2D reinforcement sheets out of 3D models in Autodesk® Revit®. The product consists of software and a set of families, which can easily be modified to meet local or company standards. Creation of bar lists, bending schedules and cut lists for wire meshes is included as well.

Functionalities at a glance:

  • Customizable Content Packs in order to reach individual standards.
  • Operational Modes: Marks per project, – sheet or – host.
  • Set Marks according to additional criteria’s like running length, not bent, couplers etc.
  • Customizable reinforcement schedules and cut lists for fabric sheets.
  • Group bars to a specific SOFiSTiK Rebar Container according its layout.
  • Copy Reinforcement with all annotations, details, dimensions and related views.
  • SOFiSTiK Multiplier for the quantity of Rebar Sets and Fabric Sheets.
  • Stagger segment lengths of SOFiSTiK Variable Rebar Set.
  • Split Rebar Sets or – Shapes according to set stock length and splice or using dividing lines.
  • Detailing tools to indicate the rebar layout, – bar ends, – layers, etc.
  • Rebar or Fabric Shape Details to represent the partial rebar set or the entire mark.
  • Shape Code detection according to various national standards.
  • Reinforcement Layer functionality in floors, walls and foundation slabs.
  • Browse through the marks of rebars and fabric sheets.
  • Distribute reinforcement in elements with complex shapes and faces.
  • Creation of bent fabrics rows according to a given length.
  • Revisions for reinforcement sheets and corresponding schedules.
  • Freeze/Unfreeze of reinforcement geometry and properties.
  • Export BVBS reinforcement data as *.abs file for bending machine.

You can download a 30-day trial of these tools from the Autodesk App Store.

The post Sofistik Reinforcement Detailing 2018 is Available appeared first on BIM and Beam.



from my Autodesk source Bim & Beam: BIM and Beam at http://blogs.autodesk.com/bim-and-beam/2017/06/01/sofistik-reinforcement-detailing-2018-available/
via IFTTT

Wednesday, 31 May 2017

BIM for reinforced concrete – From 2D to 3D for rebar detailing

Last year I published a blog post contemplating the value of BIM for Concrete, and discussing how the next generation of BIM tools for reinforced concrete are helping our customers in four main ways. I described these BIM-centric concrete benefits as:

  1. Combines the versatility of 2D documentation with the higher level of fidelity and accuracy of 3D modeling of steel reinforcement and concrete accessories, with minimal effort to produce both.
  2. Allows users to design and detail with clash prevention in mind to reduce clashes both in the preconstruction and site execution project phases.
  3. Enables the transition from design to detailed models while respecting both perspectives, following local code requirements, and automating the process of making changes so they are less disruptive to the design process.
  4. Increases transparency and quality of the model information being used from bidding to procurement by not only providing quantifiable information, but also enabling access to it in collaboration friendly environments.

I must say that it was great to hear your feedback from my last post, and see that so many of you are as excited by the future of concrete as I am! I’d like to continue the conversation I started with you, and spend some time discussing these four benefits and what they mean for the industry in depth. And by “in depth” I mean this in an engineering sense—I’m going to be thorough.

Since there’s A LOT to cover, instead of writing one long blog post on concrete that might bore you to sleep, I’m going to focus on one benefit at a time. For today, let’s talk about the benefits realized when moving from 2D to 3D.

Benefit #1: The BIM-centric concrete solution combines the versatility of 2D documentation with the higher level of fidelity and accuracy of 3D modeling of steel reinforcement and concrete accessories, with minimal effort to produce both.

We hear often that moving to 3D-based rebar design requires more work than traditional drafting. Many believe that creating a spatial representation of the engineer’s design intent and later installation reality is an extra step added to the effort related to drawings production. This is often followed by the complaint that obvious benefits of 3D (clash avoidance, accuracy, etc.) are for the benefit of general contractors rather than designers and detailers.

I want to challenge this.

While it’s true that 2D drawings, shop and lift drawings are still the primary deliverables nowadays serving as means of communication and instruction across broader teams, we’re also seeing these trends as well:

  • For communication, project teams across the are globe driving towards model-based communication and information handover, especially when it comes to the Design to Detailing transition. Customers like Norconsult are already using this approach effectively.
  • As a means of instruction, an undisputable benefit of traditional 2D detailing is the speed of drawings production and versatility. But the downside is the lack of precision leading to rebar clashes on site, compromises on quantities, and coordination with the formwork model.
  • Design changes also require drawings to be reproduced. The lack of consistency surfaces easily as drawings can be “adjusted” (“faked”, honestly speaking) and ultimately lose their connection to other sources of information like BOM, model data, IFC, ERP, etc.

Drawings and 3D rebar detailing in Revit

Let’s assume for a minute that by using a BIM-centric approach to rebar detailing we can still maintain a highly efficient and versatile process for drawing production, and incorporate the precision and information completeness that comes with 3D modeling at no additional cost. Well, that’s the idea for Revit.

For Revit we want to bring these two benefits of 2D to 3D together. How? This is where rebar detailers can leverage the traditional approach and perform 2D detailing “in canvas” of a section, plan or an elevation view taken directly from the concrete model, and have the rebar model created “for free” in the background. You can see this illustrated in this example:

Then, as the design/detailing evolves to a point where coordination is needed, detailers can focus on the rebar model editing directly and more comfortably in the 3D views. While in the 2D drawings space they can just easily add tags and dimensions to the rebar as a downstream part of the process since rebar is there, placed accurately, already.

What then makes a real difference is the accommodation of changes in the BIM process; there is no need to re-model or redraw rebar when that happens. The below example shows again how changes of concrete object sizes or rebar distribution parameters make all the rebar information adapt to changes and the submittals update instantly. Talk about a benefit for the detailers and designers!

A glimpse of the future

The ultimate proof of BIM-centric and fully model based reinforcement detailing efficiency can be recognized for projects dealing with complex concrete geometries such as water treatment stations, industrial structures, buildings with complex architecture, etc. Anywhere humans struggle to visualize the 3D structure in their minds when communicating instructions with only 2D drawings.

There are examples where using 2D drawings as layout instructions is nearly impossible. Check out this groundbreaking use case from Norconsult who is implementing a fully paperless process to construct this large hydro plant in Norway.

Additionally, use of these modern methods applied for complex projects is presented in a very interesting and recent master thesis from Pål Røe Larsen (Technical University of Denmark, Kongens Lyngby). Larsen’s thesis (you can download it here) includes several case studies and interviews with adopters from the industry, and draws attention to the new future of the concrete industry.

So, what do you think? Are you using a BIM-centric modeling approach for concrete yet? Are you seeing these benefits already? Stay tuned for more on this topic and let me know your thoughts in the comments.

For my next post, I’m going to talk about what I’ve described as benefit #2: allowing users to design and detail with clash prevention in mind to reduce clashes both in the preconstruction and site execution project phases.

The post BIM for reinforced concrete – From 2D to 3D for rebar detailing appeared first on BIM and Beam.



from my Autodesk source Bim & Beam: BIM and Beam at http://blogs.autodesk.com/bim-and-beam/2017/05/31/2d-3d-rebar-detailing/
via IFTTT

Monday, 29 May 2017

DIFFERENT TYPES OF DEFECTS IN TIMBER

TYPES OF DEFECTS IN TIMBER Types of Defects in timber are grouped into the following divisions. 1. Defects due to conversion During the process of converting timber to commercial form, the following defects may occur. Chip mark: mark or sign placed by chip on finished surface of timber Diagonal grain: Due to improper sawing of […]

The post DIFFERENT TYPES OF DEFECTS IN TIMBER appeared first on CivilBlog.Org.



from CivilBlog.Org http://civilblog.org/2017/05/30/different-types-defects-timber/
via Our favorite Civil Engineering Blog

PIG IRON, CAST IRON & WROUGHT IRON – WHAT’S THE DIFFERENCE?

1. Pig Iron The crude impure iron, which is extracted from iron ores, is known as pig-iron and it forms the basic material for the manufacture of cast-iron, wrought iron and steel. The pig iron is manufactured by the following operations (i) Dressing: Crushed into pieces 25mm, impurities of clay, loam and other earthy matter […]

The post PIG IRON, CAST IRON & WROUGHT IRON – WHAT’S THE DIFFERENCE? appeared first on CivilBlog.Org.



from CivilBlog.Org http://civilblog.org/2017/05/29/pig-iron-cast-iron-wrought-iron-whats-difference/
via Our favorite Civil Engineering Blog