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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Mount Alvernia College
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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Ferrule Comparison – How to check for clashes in the starter bars for two adjacent panels (Demo Video)
What is the problem? Consider this situation – you’re got a marking plan in front of you. You want to make sure that the ferrules in corner panels do not clash. How are you going to do that? How would you solve the problem? You’d have to find the corner panels, and then go…
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Where did the AutoCAD File Dialog User Interface Go – How to Return it back to normal after using AcCoreConsole? (AutoCAD)
What Happened? No Dialog Box UI in AutoCAD? So I’ve just managed to run AcCoreConsole – some script. And it’s changed some settings. And now when I open regular AutoCAD, when I type in netload – it seems that I’ve lost the ability to open/select things using the user interface. Now I have to manually…
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How to load lisp files in AcCoreConsole (AutoCAD .net)
A commenter had some trouble loading the files. So perhaps the AcCoreConsole is confusing people. So here is a post which will hopefully clarify how to do it. It’s quite simple: Have the LISP file ready. Load the lisp file Call the command. It works exactly the same as in AutoCAD – the UI version.…
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How to Get Parallel Grid Line Points (Tekla Open API)
What is the task at hand? So I get some phone calls the other day – people complaining. They want changes. Yet again! Why can’t these people make up their minds! That means I have to get off Facebook, go back to my code – which I hopefully haven’t forgotten, and I have to…
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Returning Inside Using Statements (AutoCAD .net API)
While writing the above AutoCAD plug-in, I faced a small conundrum in the below code: The question for you is: will the transaction be disposed of, and committed given I have returned the bool before it reaches the end of the using statement? Will it be disposed? The short answer is yes. The transaction…
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