Category: Uncategorized

  • Office / Ware House Projects

    • 7-19 Glider’s way Steel & Precast Model

      Author: Ramakrishnan Welcome to TEK1, your one-stop solution for all your structural steel and precast detailing needs. We are a team of highly skilled professionals who are passionate about transforming architectural visions into reality. With our expertise in using TEKLA, the industry’s leading software for structural engineering and modeling, we bring life to both simple…

    • Millar Warehouse

      Tek1 has successfully completed the industrial project for the reputed organisation in Australia. This project does not have any structural design drawings. Instead, the client has provided sample design drawings. Therefore, we need to coordinate our structural design with the architect’s drawings. We need to provide structural support for an overhead crane. TEK1 has provided…

    • PROPOSED WAREHOUSE DEVELOPMENT AT 29-33 HAWKER STREET.

    • WAREHOUSE LINK ROOF

      TEK1 Successfully done this warehouse link roof by one time detailing without any hitch.

    • KEV GRESS STAIR

      Steel Stairs | Melbourne | Sydney | WA

    • FARM SHEDS

      SHEDS | Class 9 Structures

    • Fast Track to Tekla Career

      Fast Track to a Tekla Career

    • Exporting Tekla Models to Strumis in bswx format

    • How to Create a Curved Beam using the Tekla Open API (c#)

    • Tek1 RFI System

    • The Signficance of the “Mould” Face in Precast Panel Detailing

    • Writing Clear Tests

    • Transportation Issues to be aware of when detailing precast panels

    • What is a North Elevation? East and West? Elevations Explained

    • Autocad Plug-in: Creating Order Forms Automatically

    • WPF Tunnelling – Explanation by analogy

    • What is a routed event?

    • What is an event?

    • What is a call-back function?

  • Precast Panel Shop Drawings | Exposed Edge

    Precast Panel Shop Drawings | Exposed Edge

    Mark Exposed Edges on Precast Panel shop Drawings

    Trimble Connect Model

    Finishing of Exposed edges

    The precast mould is dismantled while the concrete can still can be worked to some extent

    (more…)
    Exposed edge

    Finishing of Exposed edges

    The precast mould is dismantled while the concrete can still can be worked to some extent

    (more…)
    Exposed edge

    Finishing of Exposed edges

    The precast mould is dismantled while the concrete can still can be worked to some extent

    (more…)

  • Park Street-L3 Framing

    Park Street-L3 Framing

    Shop Drawings Residence

    Trimble Connect Model
    Read More: Park Street-L3 Framing
    Steel Detailing |NSW| Australia
    Steel Detailing |NSW| Australia

    Steel Detaling for Residence | Sydney

    Street AddressWOLLONGONG
    StateNSW
    CountryAUSTRALIA
    Engineer
    Architect
    ModelerGANESH KUMAR
  • 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…

  • Projects by Rama Krishan

    • Cloning of Assembly Drawings in Tekla

    • TRAFFICE BARRIER RAILING

    • Project :Audi Centre – Myaree

    • Steel Fabrication Drawing

    • How We are helping our Client Save $100,000s on the Iconic “EMU IN THE SKY” Project

  • Load Bearing & Non-load bearing concepts in precast

    What is load bearing precast element?

    Load bearing precast element is anything that receives load from a precast or structural members and transfers the load to another structural member or precast. These precast elements can also be used along as façade, boundary walls, or for architectural design purposes.

    What is non-load bearing precast element?

    Non-load bearing precast element is anything that may receive load but must not transfer loads to any other structural members or precast. Normally these kind of walls are used only for partition, façade, boundary walls, or for architectural design purposes

    What is Partially-load bearing precast element?

    Partially-load bearing precast element is anything that receives load from a precast or structural members and transfers the load to another structural member or precast. But only a portion of precast receives and transfers load and the remaining portions will act as non-load bearing ones. (Single precast element which acts both as load bearing & non-load bearing)

    Data’s, panel types  & other details for

    Load-bearing element  Non-bearing element  Partially-load bearing element
    Grade, can be higher upto 80MPaGrade enough be 40MPa (UNO)Grade, can be higher up to 80MPa
    Gap between two elements are filled with grouting material of required gradeGap between two elements are filled with Soft joint caulking only. no grouting.Gap between two elements are filled with grouting material of required grade, extent of filling is for load bearing portion. Remaining portion will be soft joint caulking only
    Dowels to be black finish (UNO)Dowels to be Galvanized finishDowels to be Black or Galvanized finish, as per load bearing extend (UNO)
    Dowel length, size & spacing as per Engineer’s requirementDowel length, size & spacing as minimum as possible after discussing with Manufacturer or EngineerDowel length, size & spacing as per Engineer’s requirement  for LBP portion Dowel length, size & spacing as minimum as possible for NLBP portion
    Dowel & Grouting materials will transfer load to adjoining elementDowel will be used to position the precast element & no grouting material present to transfer load. So loads will not be transferred.Combination of LB & NLB criteria
    No ring seal around the dowelHigh density foam ring seal around the dowelNo ring seal around the black dowel High density foam ring seal around the Galvanized dowel
    Grouting material will cover the dowel, so oxidation in dowel is negligibleNo Grouting material, oxidation in dowel is possible. So high density foam ring seal is used and dowels are galvanized to prevent oxidation in dowelCombination of LB & NLB criteria
    No additional tubes or caps neededPlastic tube will be placed over upper half of dowel. Compressible cap will be placed over the top of the dowel bar.Combination of LB & NLB criteria
    Connection with slab mustConnection with slab may not needed with respect to engineer requirementCombination of LB & NLB criteria

  • Privacy Policy

    Privacy Policy

    Last Updated: 03/03/2026

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  • Major Project in Australia

    Ammaroo Phosphate Project

    Australia-Asia Power Link (AAPowerLink)

    Australia-Asia Power Link (AAPowerLink)

    Bonaparte Carbon Capture and Storage ProjectPty Ltd

    Broken Hill Cobalt Project

    Cape Hardy Green Hydrogen Projec

    Gonneville Critical Minerals Project

    Goschen Rare Earth Mineral Sands Project

    Kalgoorlie Nickel Project

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