Tag: #TEK1-RAMKRISH-PROJECTS
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CLOVERTON SPORTS PAVILION. TOYON ROAD KALKALLO VIC.
CLOVERTON SPORTS PAVILION project successfully Done by TEK1 PTY LTD successfully completed this pavilion project with nil error. Wonderful Feedback received from our client.
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ANZAC PEDESTRAIN BRIDGE (SYDNEY). MOORE PARK, NSW.
This Anzac Pedestrain Bridge is succesfully detailed by TEK1 pty Ltd with out an error. For FLY-OVER Video please refer attached link https://www.youtube.com/watch?v=O_Q-2eaINgU
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Purlin Bundle Report.
What is Purlin bundle report & why its required?A report which lists Bundles numbers and purlin numbers under it. When the purlins are delivered to site, they come in packs & located exactly in the areas as noted in the Marking plan. A set of purlins are grouped together as bundle & are delivered to…
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Project :OAKLEIGH RECREATION CENTRE – TEK1
TEK1 Steel Detailing Company Provides high-quality Miscellaneous Steel detailing Services internationally.We have the best engineers and they all are professional and highly qualified in this field. they normally deal with columns of various shapes, sizes, , and miscellaneous steel parts.We have successfully provided miscellaneous steel detailing services to all our esteemed clients by adhering to…
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Liverpool Catholic club
Liverpool Catholic Club is in Hoxton Park Road, Liverpool West NSW 2170 Author: Ramakrishnan L Tek1 has completed this rather complicated project “Liverpool Catholic club”, for Gonzo Engineering, Simon Hatton as the Lead Estimator for Gonzo Engineering & the builder in this instance was Kane Constructions The project was complex demanded a very high level…
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STEEL MODELER ATTENTION – DEALING WITH CAMBER
TEK1 worked in a railway foot over bridge with 2 lifts, 2 ramps, 2 stairs connecting platform and overpass, a canopy and 7 platform stairs. The main challenge is the over pass. As per design, the steel truss after erection must be cambered to different millimeters at different intervals. There were two terms “Residual camber”…
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CHECK TRANSPORTATION FEASIBILITY WHILE WORKING IN AN EXISTING STRUCTURE
The conventional maximum transportation size for an assembly is 12m x 2.5m x 2.5m. This value is not applicable for all the conditions. TEK1 executed an alteration work inside Canberra airport. Everything that enters an airport must go through the checking / screening area. As per design, the size of assemblies were more than 9m…
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ISSUES OF EXPORTING DSTV TO DXF WITH CSK BOLTS IN TEKLA MODEL
Wherever Countersunk bolts are provided in a model, it is advised not to send NC DXF files to the client for the corresponding plate/shaft. This is because the hole dia in the generated NC & DXF file is not the actual bolt dia but it is the dia of the countersunk head. Therefore, the hole…
