Author: admin
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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 FootingsAS 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
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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.
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Foot Bridges | WalkWays | Pedestrian over passes
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Foot Bridges | WalkWays | Pedestrian over passes
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Warrnambool Foot Bridge
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Warrnambool Foot Bridge
Pedestrian overpass Foot Bridge steel drafting
Expert Steel Draftsman | Foot bridge | Pedestrian over pass | Walk Ways
Street Address Warnambool State Victoria Country Australia Modeler Ganesh | Ramakrishnan -
Precast Blogs
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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…
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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…
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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…
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Mount Alvernia College
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
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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
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 -
.Net | Python Ruby on Rails
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Advanced Steel Tool – Convert AutoCAD lines to Advanced Steel Beams
Why bother with this tool? Because drawing Advanced Steel Beams is very cumbersome. If you have a CSV file you can draw AutoCAD lines and conver them with a fairly simple macro. Everything is open sourced, so you can fork or submit a PR if you require. Here is a video demonstrating this: If you…
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How to programmatically create bolt list reports from selected model objects (Tekla Open API)
Reports can be generated fairly easily, manually. But how do you do it programmatically using the Tekla Open API? Please see below for a code sample: Programmatically Extracting Report Values Now, if you want to generate the values programmatically, in memory, and then process them somehow into an excel output, consider the following code sample…
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How to Create a Curved Beam using the Tekla Open API (c#)
The key to this is to specify a chamfer value, and at least three points using the PolyBeam class. You must also provide a profile type that Tekla understands – otherwise you’ll get a bunch of straight lines. Here’s some basic code to get you started: You should be able to easily import, into Tekla,…
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Tekla Custom Component Primer
Part 1 of the custom component take you through the following items. Defining parameters Setting Create option in the Component tree Loading…
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Rhino Tekla Interop
Here is a demo on how a Rhino model can be brought into Tekla
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