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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Copying From Object To Object – Tekla Open API (Code Snippets + Video)
What is the task at hand? We want to make the Copy Object To Object command more efficient There is a nifty little command – little oft used in Tekla. The “Copy Object To Object” command. It’s handy, but it could be made better: all the model objects have to be selected individually. That can…
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Dimensioning Bolts in a Tekla Drawing – Tekla Open API – (Demo + Code snippets)
We want to create a little drawing plug-in What we want to do is to select and dimension all the bolts to a particular grid line. Here’s how it should work: * The user selects a group of bolts. * The user selects a gridline. * Dimensions are drawn from the Bolts to the Gridline.…
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How to programmatically insert Reference Models into Tekla (Tekla Open API)
Wouldn’t it be handy if we could programmatically insert reference models into Tekla? Well you can now do so quite easily. Here is the code which does the hard work. (You will of course add the appropriate references and directives): And if you want to see a video demonstration, here it is: Inserting XRefs into…
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Finding Blocks “Colliding” with Shear Lig Points (AutoCAD .net, Precast – Bubble Deck)
It’s a common problem apparently. There are far too many block references placed a little too close to those pesky shear lig points. It takes discipline, but when you have 5-10 people all working on the same drawing, with different practices, it’s something that’s really easy to miss, but really expensive to discover. So I…
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How Tek1 solves the problem of Ordering Items in Precast Panel Detailing Projects (Precast)
Counting Items is difficult Ordering parts in precast panel projects is tricky. You need a BOM (Bill of Materials). You need to know what you need and how much. When there are thousands upon thousands of parts – that can be a very tricky endeavour. Why should you bother counting inventory? It all comes down…
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