Profession: Chartered Structural Engineer.

Profile: Highly capable professional with an enthusiasm and appetite for civil and structural engineering. Expertise lies in having excellent technical, communication and managerial skills, combined with the ability to work autonomously or as part of a team. Experience portfolio has developed to cater for clients in the engineering consultancy as well petrochemical markets. An asset to any engineering organisation or project.

Education and Professional Status: BEng (Hons) Civil Engineering, University of Glasgow 1996.

HNC Fabrication and Welding Technology, Motherwell Technical College, 1991.

Chartered Member Institution of Structural Engineers.

Graduate Member Institution of Civil Engineers.

Key Qualifications: Structural steelwork, reinforced concrete, masonry and timber design experience.

Experience in analysis, design, assessment and inspection of long span bridges and structures to current codes of practice (including seismic effects).

Experience in the use of Superstress, STRAP, SAM, Lusas, SAP, GSA, Robot and various FEA analysis programs. Working knowledge of AutoCAD and competent in the use of most DOS and Windows applications.

Experience in steel connection and temporary works design.

Practical knowledge of welding, fabrication, erection and site orientated processes coupled with drawing office experience.

Experience Record

Currently employed by Wood Group Engineering as lead civil and structural engineer in the FEED study for a new gas processing plant for BP at Sullom Voe in the Shetland Islands. Main duties are associated with the design and management of the various work packages which include the design of several long span piperacks, pre-assembled units and various foundation and support steelwork for additional vendor packages. Likewise, the design also considers the provision of a suitable drainage (surface and process water) which ties into the existing system. The end deliverable is the production of a cost estimate which will be accurate to + or - 15% of the final cost. An important aspect of this project is the transportation of the pre-assembled units and racks and the associated logistics with the management of the transportation contractor falling within the civil/structural discipline scope of works.

Employed by Jacobs Engineering as lead civil and structural engineer at GlaxoSmithKline premises in Irvine. Main duties were associated with the design and delivery of several work packages associated with introduction of a new pharmaceutical process on the live site. This included the modification and utilisation of existing steelwork as well as providing new foundations and supports for various large capacity vessels. The work was highly programme sensitive of a 'fast track' nature with interdependency between all engineering (including process, piping and electrical), planning, construction and project management disciplines.

N8 National Primary RouteUpgrade to Motorway/Dual Carriageway: Cashel to Mitchelstown: Republic of Ireland

Employed with Carl Bro as a Senior Engineer in the design of various structures on this project. Carl Bro (as part of the McCarthy Hyder Carl Bro joint venture) carried out the design of all structures in this development and my particular involvement focussed on The Loughfeedora and Marhill Overbridges. Both structures are of continuous integral pre-stressed concrete construction on piled (Loughfeedora) and bankseat (Marhill) foundations. Typically in these structure types, the main focus is on the relationship between structure and soil which is governed by the development of movements predominately caused by thermal differences and creep in the structure. Likewise, careful attention is paid to detailing the connection between the initially 'free' beams and the semi-rigid final structure while taking cognisance of the construction sequence and build up of stresses at all design stages. The structures have been designed for minimum future maintenance and as such, these structures have no bearings or movement joints.

Lugar Water Footbridge, Auchinleck, Scotland (Estimated Project Value: £250,000):

As part of a scheme to introduce a footpath linking the various towns across Ayrshire, I was involved and responsible for the design and management for a footbridge that spans across the Lugar Water. The footbridge is an adaptation of a stressed ribbon structure. Essentially, pre-cast cast concrete panels are fixed and placed on top off stainless steel flat plates which are securely anchored to the abutments after 'post tension' is induced in them. The system works such that, by tensioning the steel plates, post compression is similarly induced in the pre-cast panels to the extent that this element can be considered as an inverse arch. Prediction of the tension and compression in the respective elements is achieved by considering the structure in two general states; firstly and initially as a catenary acting and deforming under its own self weight and, secondly, as a post stressed 'composite' structure which experiences imposed and environmental effects. Under the combination of these effects, the concrete experiences very limited tensile stress. The design and analysis of the structure requires a holistic approach in that all the main design ingredients (material law, statics and geometry) are mutually dependent. Also part of this project is the inspection and conditional assessment of two existing masonry arch bridges of small/moderate spans.

NewportStreet Bridge, Bolton, Lancashire (Estimated Project Value: £4,500,000):

As senior engineer, I was responsible for the Category III check of similar bridge to the Gogarburn structure (detailed design by Cass Hayward and fabrication by Watson Steel). Responsible for all design and analytical checks as well as liasing with the client (Bolton Metro/Network Rail) and ensuring the smooth flow of information between all parties thus ensuring the strict programme was adhered to. As well as the complicated design issues associated with the steel arch and the skewed composite deck, this project also saw me focussing in detail on checks associated with the pile groups (subject to high axial and bending forces owing to the considerable forces coming through the arch which supported/suspended the deck).

West Kowloon Cultural District, Hong Kong (Estimated Project Value: £confidential):

The client for this project (Sino Land Ltd) is a developer who commissioned AHA along with architects AEDAS to provide a structural solution for the provision of a cultural district on a stretch of reclaimed land (2km in length) in Hong Kong. AHA were part of a team competing with four rival submissions for this potentially significant project. Structurally speaking, the project involves the analysis and design of a canopy (covering 80% of the area being developed) and it's regularly spaced 'tree' columns (110m high) supporting. My involvement focussed on the saddle shaped canopy/roof structure comprised of transversely spanning cables of opposing curvature supported by a stiff ring frame/elliptical truss. The cables can be further considered as tension trusses which support an ETFE roof (similar to that used in The Eden Project) while providing transparency and excellent maintenance characteristics. For the design of the canopy elements, both formfinding and non-linear analysis techniques were used. Additionally, I was involved in the logistical planning of the construction of these elements which, given the scale of works involved, required early fabricator input. Given my previous employment with Watson Steel, and likewise, their previous project experience in the Far East, we were able to tap into their steel fabrication expertise and provide the client with an accurate programme and realistic assessment of the works to be undertaken. The project is currently in the public realm for consultation and eventual judging.

Royal Bank of Scotland World Head Quarters, Gogarburn, Edinburgh (Estimated Project Value: £7,000,000): As senior engineer and Anthony Hunt's most experienced bridge engineer, I was responsible for scheme and detailed design of a landmark bridge forming gateway to the City Of Edinburgh and RBSHQ. The bridge comprises a 25 metre high tubular arch traversing the A8 road below from which is suspended a steel/concrete composite deck spanning 60 metres. The deck is made up of a longitudinally spanning box girder, which picks up the transverse spanning cross girder ladder beams. I was also responsible for the complex non-linear analysis and derivation of highway loadcases (as well as the design of the abutments and sub-structures). The project additionally involves: extensive highway modifications; client and local authority liasing; submission of progress reports; interviewing of potential contractors for the construction phase contract; and, management ands resourcing of staff. As well as design issues, I was also heavily involved in the projects constructional aspects. This involved considering the method statement for construction and the inherent complication associated with the busy arterial route to Edinburgh and the obvious complications with buildability. For obvious reasons, such a method statement had to take stock of such issues and address the need for temporary road closures and traffic management. Construction wise, this also involved sourcing a company who could manufacture and form the steel arch (done by firms in Germany and Belgium respectively) and part of my duties was to travel and inspect the product at their works thus ensuring our expectations of quality were met. Likewise, the bearings were similarly manufactured abroad (Germany) and the inspection of their production was also important. On site, I witnessed and oversaw milestone operations (the erection of the deck and steel arch being prime examples). Overall, my involvement in this project ensured that the high technical demands were met as well as ensuring that the bridge was built to programme and budget.

KessockBridge:

Analysis & Structural Assessment (Cat III check) of approach spans and inspection of cable supported spans of major bridge structure. Approach spans made up of longitudinally stiffened orthotropic deck spanning between main outer girders with longitudinally stiffened webs.

Kilbowie, Dalmuir and Argyll Bridges:

Millennium Link Contract 9: Responsible for design and checking of above bridges as part of major project for the reinstatement of Forth-Clyde Canal focussing on; the design of a concrete deck integral with sheet pile abutments (also considering subsequent soil/structure interaction), and, the design of training/retaining walls to accommodate existing services and site boundaries.

DublinPort:

Refurbishment of Berth 51: Design of approach structure for new link-span (spanning 30m) comprised of steel orthotropic deck spanning between main girder webs. More prominent design concepts focussed on the provision of a rectangular cross/box girder catering for complex load effects. Tasks also focussed on the analysis and design of dolphins and piled foundations.

AgiveyBann Bridge:

Assessment and analysis of 3 simply supported through warren truss bridges (max span 27m) in accordance with requirements of BD21/97 (for 40t HA vehicle type loading), BD37/88 (HB vehicle type loading) and BD56/96 for ultimate and serviceability limit states.

Devenport Royal Dockyard, Plymouth:

Extensive involvement in the validation design of the 9 Dock Reactor Access House (RAH). The structure operates during the refuelling and refitting phases over Vanguard Class submarines located in 9 Dock and comprises a steel portal type structure supported on the main load bearing box girder structure. My main tasks focussed on: the derivation crane positions for maximum adverse effects on the structure; and, being responsible for the design checks and on the two primary box girder bridge structures for seismic and static load effects (producing codified Excel and Mathcad templates for this purpose).

British Energy UK, Peel Park, East Kilbride:

As seconded employee, responsible for the assessment of various structure and plant for seismic effects. Tasks included: the seismic assessment of structures in steel, reinforced concrete and masonry; and, the assessment of operational plant performance and stability in a seismic event.

WynfordBridge:

Millennium Link Contract 12: Design of reinforced concrete box structure for the Forth-Clyde canal reinstatement. Structure comprised of a skewed deck on wall and base taking account of load effects arising from traffic, surcharge and earth and water pressures. Also responsible for the examination of alternative proposals at the tender and conceptual stage.

FoyleBridge:

Analysis and assessment of multi - span steel box girder (main span 234m) bridge focussing on the establishment of critical loadcases and strength checks for the longitudinally stiffened webs and flanges.

Sandleford Bridge, Northern Ireland:

Analysis and assessment of 5 span composite bridge structure with critical checks establishing the strength of longitudinally stiffened webs at supports.

BallachullishBridge:

Structural assessment and visual inspection of 280m steel truss. Most prominent project tasks examined the load capacity of main fabricated steel box chords and their complex bolted connections with diagonal truss members.

Steel connection and temporary works design for multi-storey office development (Bishopsgate, London).

Analysis of three tiered football grandstand to assess the structures dynamic behaviour.

Preparation of tender submission for various contracts (including steelwork contract for Millennium Dome).

As shop floor apprentice, involved in the 'hands on' construction of several foot and rail bridges and various steel structures. Achieved a practical knowledge of fabrication and engineering practices as well as instilling a general appreciation of structural engineering concepts. As drawing office technician gained extensive experience in the preparation of construction drawings while producing accurate full-scale 'templates' for the fabrication and construction process.