If you are dealing with the Tekla API, you have to watch out for the following gotchas:
Anamolies in the way Tekla handles Rotations from Tek1 on Vimeo.
Author: admin
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Business Partner / Sales Agent required in USA
We are looking for a business partner of a commission sales agent in the USA We have already set up a shelf company in Nevada.
We are looking for a business partner who can bring in business in precast, steel and rebar detailing
Our current status.
Steel Detailing team – 35 strong – Very highly skilled and brilliant. Our recruitment process weeds out pretenders and people who run around with an engineering degree certificate but knows nothing about engineering.
We have an unmatched training program. Certainly not matched anywhere in India. I can tell with reasonable confidence that even elsewhere in the world, it will be extremely expensive to provide the quality and type of training we provide. Hence the people who work on projects know what they are doing.
No pirate software
We make sure we don’t use any pirated software of any sort. Hence no project will be in jeopardy because of anyone coming and shutting us down.
Precast Detailing team
25 strong precast detailing team – Tool used is Autocad. Again highly experienced.
Rebar detailing team – Non-existent right now
We are developing rebar tools based on an IntelliCAD system. It will be 6 months before we develop this tool to a state where it can be used internally with efficiency. At that point, we will recruit a few experienced rebar detailers and then train at least 10 fresh guys under them.
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Liverpool Catholic Club projects comes to a close
Tek1 has completed this rather complicated project with support from a brilliant detailing team. The project was complex demanded a very high level of detailing knowledge. We have put our best guys on this job. They have done wonderfully well in completing this project without a hitch. The builder in this instance was Kane Constructions. The fabricator Gonzo engineering.
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Working with Site Measure
WORKING WITH EXISTING STEEL
- There are big risks involved with working with existing Steel
- Things to note.
- RL /Height Measurements.
- You probably will have to give careful consideration as to what was site measured and what references were used.
- Most common errors
- Heights measured from Floor to underside of beams. But the floor is sloping
- Beam Cols side or centerline used as a reference. But Size and Orientation of beam not confirmes. Both Size and Orientation should be confirmed
- The measurement from a wall given. But the wall does not run parallel. By the time the measurement comes to the level we need, measurements are out.
- References are taken from something which we cannot reproduce accurately on our drawings.
- Site measurements do not add up to the overall. (This is common.) You have to ask which references we should be using and use the same references to set out the members.
- Measurement errors could create erection problems. Analyze potential problems and counter for that.
- Be extremely careful when the site measure is not from the total station. Most of the errors we see are from site measures taken with handheld lasers and measuring tape.
- Points we have to take care of.
- Understand site measure clearly.
- Understand Rls and setout which can affect our steel, for example beam, and col size, orientation, Sloping floor. Non-parallel beams.
- ASK FOR PICTURES. PICTURES WILL TELL A LOT. ASK FOR VIDEOS TODAY CREATING VIDEO ON THE MOBILE PHONE IS EXTREMELY EASY SO ASK FOR IT
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Can you spot the problem – #5
We continue our blog post series.
Pop-Quiz: What’s wrong with the below connection detail?
Consider the details below. It’s time for a pop-quiz: what issues can you see here?
Structural Engineer’s Drawing: Connection details Answer:
The structural engineer provided the gusset connections with a 10mm erection clearance (see the snap above). But as a steel detailer we must provide a standard min erection clearance for all the connections. (We shouldn’t follow blinding, but we have to think before using their details.).
We must need to provide 15mm min as erection clearance. (because the weld takes up to 8mm). If we give 10mm clearance then the connection plate will hit the weld. It makes erection issue at site. Erection issues are costly and time consuming: resources will need to be occupied on site. Labour is expensive in Australia – and time is expensive anywhere. These sorts of issues need to be absolutely avoided with good detailing practices.
Please refer to the snap below snap: it shows an example of site issues due to insufficient erection clearance. Also we have attached our sketch shows our standard typ connection details.
You need some clearance for the weld. We have also attached a connection detail. Bonus Marks
What further issues can you see above?
Answer: The plates are of a non-standard size. This means that the fabricator needs to custom make a plate. That involves extra labour, for something that is entirely unnecessary. Plates need to be custom made only when absolutely required.
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Task: Fix the Rails Forms Visual Appearance
The task at hand: Instructions
- To make a form look better. This is how it looks right now.
- Please keep all the admin items together.
- You do not need to change the stylesheet, simply use bootstrap and your creativity to present the form better to the end user.
This needs to be fixed Detailed Instructions:
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Rails 5/6 front end developer with bootstrap
We have casual jobs for styling forms and reports on Ruby on Rails platform
If you have experience as web developer Ruby on Rails experience, with bootstrap, we have some amount of work available for the next 6 months.
Please contact us so that we can discuss this. This is not a full time position. It is a casual position at this stage.
You must have a good grasp of rails running on Ubuntu (Not Windows) and must know bootstrap pretty well.
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Tek1 Completes Detailing of JHC Canberra
Kudos to the engineers and architects on this project. Their support had been brilliant. We have never come across another engineer or architect who had been so prompt in resolving issues on this project. We were able to complete this project very quickly mainly because of the super support i
JHC Canberra n resolving RFIs from the engineers architect and the builder. The builder is Kane Constructions.
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Can you spot the problem – #4
The design drawing requested one column at the wall corner. Also both sides of the corner wall had windows that stand from the finished floor level.
In this instance, we couldn’t follow the structural engineer’s recommended base plate details, because the base plate and anchors will interfere with the window clear open area.
So we suggested the single anchor at the center of the column and make with one access hole in the column web.
The client accepted our suggestions for this case. See the attached snap to understand the issue, and try to spot the problem, and try to solve the problem as if you were facing it for the first time.
Shows the column and the windows. See the structural design drawings:
Base Plate Details 
Structural details The architectural design:
Architectural Design The Proposed Solution:
A solution. 
Shows the proposed base plate. Profile View.
