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 -
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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Thoughts About the AutoCAD API (AutoCAD .net API)
I got thinking about the AutoCAD APIs (ObjectARX/.NET) – they’re virtually the same – the .NET API is basically a wrapper to the ObjectARX API (with some differences). If you want the full power of low level calls then you gotta go with ObjectARX. But then using .NET comes with a very powerful benefit…
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WPF User Interface for Precast Panel Comparison
This utilises WPF to compare panels, isolate changes and make better decisions. See below for a demonstration: WPF – Eliminating Errors using Cross Checking from Tek1 on Vimeo.
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On Line Equality (AutoCAD .net API)
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Refactoring the Code – Printing Selected Beams to Excel – Part 3 – (Tekla Open API)
Let us now continue to refactor according to good design principles.
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Refactoring the Code – Printing Selected Beams to Excel – Part 2 – (Tekla Open API)
Ok, so we’ve done some significant refactoring. We’ve considered a lot of things. Some things still to be improved: Naming, Better utilization of the ClosedXML library – because our techniques are quite primitive right now. Testing (this really should be done first, but no matter). Further refining the code according to SOLID design principles. Here…
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