KA Engineering Group has just celebrated our 3-year anniversary. Since the business established in 2018, we have treated data as a valuable asset and started to build an internal specialised database including wind speed dataset, ancillary parameters, tower manufacture details, client design specifications and design guidelines for different structures, etc. Each passing day means that not […]
Internal Database Makes KAEG Faster, Smarter Read More »
Last Friday, we celebrated 3 years in business. Building a strong relationship with our team has been vital to our success. The very phrase ‘social distancing’ is a fallacy. We are not being socially distant; we are being physically distant. Now more than ever, people need to come together and working from home does not
Why social distancing doesn’t have to mean ‘socially distant’ Read More »
Title: Fitness-for-purpose assessment of cracked offshore wind turbine monopile Journal: Marine Structures Date: January 2021 Author: Ayodele Fajuyigbe*, F. Brennan Link: Read here Title: Detailed Approach for the Assessment of Accumulated Wellhead Fatigue Conference: Offshore Europe Date: September 2015 Author: Kingsley Sunday*, P. Ward, C.Griffin Link: Read here Title: A review of offshore wind monopiles structural design
We at KAEG believe that you should share what you have even when little and watch it multiply. So even though it has been a tough year for all, as is customary for us at this time of the year, we tried to spread a little cheer. KAEG visited South Belfast Foodbank and Faversham Foodbank
Merry Christmas from KAEG Read More »
Due to our extensive in-house structural design capabilities and experience, KA Engineering Group has been awarded many more headframe projects this year. Headframes are built up steel structures carrying multiple telecommunication equipment supported on various primary structures, like monopole, stub tower and, lattice tower. They come in varying shapes including turret, triangular, square, hexagonal and
2D and 3D Headframe Analysis Read More »
Feeder cables can FAIL a lattice tower, through exceeding the structural utilisation capacity, if not arranged thoughtfully. Carefully planned feeder arrangement in a simple system can reduce the utilisation of the lattice tower legs by 15% and reduce the tower brace utilisation by nearly 40%! Without adequate forethought, a telecommunication system with 16 feeder cables
Impact of Feeder Arrangement Read More »
At KA Engineering Group, we recently completed a project involving the structural analysis of a sequence of towers supporting netting enclosing a sports complex to ensure that the structures could withstand the wind and weight loading on the, tower, connecting wires and netting, protecting the public from stray balls. The towers are connected as an
Structural Analysis of a Tower Array Read More »
In wall mounted pole structures, the design loads on ancillaries, i.e. wind load and vertical gravitational loads, are transferred to the walls through the anchors.The anchor pull-out load is limited by anchor and wall capacity. In the event of pull-out load being higher than anchor capacity, internal load bearing back plates can be installed. But
Brace Supports for EMA Poles Read More »
