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  • Design of Sheds

    Relevant Australian Standards

    AS/NZS 1170.0 General Principles

    AS/NSZ 1170.1 Permanent and Imposed Actions

    AS/NSZ 1170.2 Wind Actions

    AS NSZ 1170.4 Earth Quake Actions

    Member Design Standards

    AS/NZS 4600 Cold Formed Steel Structures

    AS 4100 : Steel Structures

    AS/NZS 5131 Fabrication and Erection of Structural Steelwork

    The Foundation Standards
    AS 2870 Residential Slabs and Footings

    AS 3600 Concrete Structures

    AS 2159 Piling Design and Installation

    Material Specifics

    AS/NSZ 3679.1 Hot Rolled bars and sections

    AS/NZS 1163 Cold formed structural steel hollow sections.

    AS/NSZ 1397 Steel sheet and strip

  • Minimum Pocket Depth for Coloumns

    Minimum Pocket Depth for Coloumns

    What is the minimum pocket depth required for rebated coloumns

    The minimum washer size is 3 mm. This could be different. If nothing is mentioned use 3 mm.

    The minimum bolt stick out should be 1 pitch. For M20 it is 2.5 mm. Use 10 mm stick out.

    Also there is grout. Pockets when cast could be of different depths. Use design grout of 15 mm minimum.

    The top of the bolt should be 35 mm below slab level to prevent concrete Cracking.

    Hence to be practical use 100 mm pocket depth with a base plate thickness of 16 mm and bolt size of 20 mm.

  • Foot Bridges | WalkWays | Pedestrian over passes

    • Foot Bridges | WalkWays | Pedestrian over passes

    • Warnambool Overpass | Steel Detailing

      Warrnambool Foot Bridge

  • Warrnambool Foot Bridge

    Warrnambool Foot Bridge

    Pedestrian overpass Foot Bridge steel drafting

    Warrnambool Pedestrian Over pass Lift   Structure

    Expert Steel Draftsman | Foot bridge | Pedestrian over pass | Walk Ways

  • Mount Alvernia College

    Mount Alvernia College

    Steel Esto,atopm
    Expert Take Off Service from Tek1

    Mount Alvernia College

    Expert MTO. Fast. Low Cost call us on.

    Expert Material Takeoff and Steel Estimation Services

    Competitve pricing

    Tel: 0425791837

  • Navigate a million Changes?

    Navigate a million Changes?

    Meticulous Care – Expertise alone not sufficent

    Meticulous Care – Expertise alone not sufficent With many many changes, Mulitple site meaures, point cloud data, unless the processes are good and the care is meticulous, the knowledge and expertise will not count Street Address ATL Station State NSW Country Australia Modeler Ganesh Kumar

    When it comes to shop drawings and steel detailing, expertise, knowledge of software alone will not make it

    With many many changes, Mulitple site meaures, point cloud data, unless the processes are good and the care is meticulous, the knowledge and expertise will not count

  • .Net | Python Ruby on Rails

    • Extracting Bolt Distances of Single Part Drawings (Beams) With an Output In Excel – Part 2 (Tekla Open API)

        In the last part, we left off having collected the relevant Single Part Drawings that we were after. Hopefully we have applied the correct property to filter out the ‘HEA’, ‘IPE’ and ‘CC’ drawings. We will now focus on part II – extracting the distance of the bolts from the beam’s start position.  …

    • Extracting Bolt Distances From Single Part Drawing Files With an Output In Excel – Part 1 (Tekla Open API)

      Every now and again we obtain a request from our readership to tackle a problem. If it is of general interest to the public and given our commitments we do sometimes oblige. Here is one such interesting problem. We will tackle this in three parts, and will focus on part 1 in this blog post.…

    • What are curve parameters? (AutoCAD .net API)

      A perusal of the .net Reference Guide reveals these types of functions:   But as per usual, there is no explanation in the documentation as to what a exactly a parameter is. This is best explained by example. Stay with me here: Suppose you have a curve (i.e. a polyline) that has n points. Or…

    • BREP API – A Very Basic Primer (AutoCAD .net API)

        The boffins at AutoDesk have ported that which has existed in the ObjectARX API into .net – it’s basically a wrapper. And on a side-note – it is well worth reading the ObjectARX documentation for that very reason – let’s face it – the documentation for AutoCAD APIs are not very good. So definitely…

    • Getting Started In AutoCAD .net Development

      Simply check out the following links: My first plug in training: http://usa.autodesk.com/adsk/servlet/index?siteID=123112&id=18162797   Download the .net Wizards, and the other resources on the AutoDesk website. Download Visual Studio https://www.visualstudio.com/vs/community/ Handy resources: https://www.theswamp.org/index.php?topic=32381.0   Popular blog: http://through-the-interface.typepad.com/   Documentation: http://help.autodesk.com/view/ACD/2016/ENU/?guid=GUID-BA686431-C8BF-49F2-946E-9CEB2F7AE4FA http://help.autodesk.com/view/OARX/2018/ENU/ Our own blog – with code snippets and case studies:

  • Batch Edit a Part in Tekla Structures

    Batch Edit a Part in Tekla Structures

    TeklaStructures has a batch editing utility for Assemblies.

    However, if we have to batch edit parts there is nothing.

    Expert Steel Detailers demand Utilities

    Our detailers have demanded that we develop a utility to do batch editing of parts.

    (more…)