Author: admin

  • 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

  • Precast Blogs

    Precast Blogs

    • Chalet 1 – White Horse Village

      We are proud to showcase our contribution to Chalet 1 – White Horse Village, a unique and technically demanding project located in a mountainous region. This development presented several engineering and detailing challenges, and our team was honoured to be part of the solution — delivering precision, coordination, and innovation from start to finish. Technical…

    • PREFABRICATED CONCRETE ELEMENTS

      (Temporary Fixing Inserts for As-Cast Element Tolerances) INTRODUCTION: To ensure proper alignment and structural efficiency in the handling and installation of prefabricated concrete elements by placing temporary fixing inserts within the allowable as-cast dimensional tolerances as specified in Australian Standard AS 3850.2:2015. Inserts for the temporary attaching of prefabricated concrete elements shall be placed within…

    • STAGGERED FERRULES PLACEMENT ON PRECAST PANEL

      The design drawings for one of our Precast Project we were working on suggests ferrules must be placed staggered as noted below. The Problem: However, these casting components, such as ferrules cannot be placed on both sides of a precast panel with a thickness of less than 250mm. This mainly causes ferrules to clash along…

  • 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

    • Exploring a New Approach to Copying Objects in Tekla

        copy to another Object in Tekla   Normally in Tekla, if we want to copy objects or components from one object to another, we have to follow these steps :   Select the objects and components you want to copy. Execute the “Copy to Another Object” command. Choose the source object. Select the destination…

    • Blog Test Post

      THIS IS A TEST POST

    • Tek1 – Tekla Tools

      Dimension Bolts Set up Instructions Instructions: Trouble shooting: it doesn’t work!

    • Advance Steel Macro – To place Members

      I’ve created a macro to help create Advanced Steel Members, given a particular spreadsheet file. You are welcome to download and use it – see here. Unfortunately, I don’t have a demo video for you so: Please read the documentation / manual.

    • How to Get Bolt Information From A Tekla Part (Tekla Open API)

      Given a Tekla Part (regardless of how it was obtained, we want to obtain the bolt information. We can do so as follows (see the hello world example):

  • 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…)