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Technical Papers

The following are some of the papers published by the staff at CSC

Making software work for you

As a software house we get a rather unique and interesting view of the Consultant Engineering industry. More and more there appears to be a gradually widening gap between those companies that are using software to move forwards and those that are standing still.
This article looks at an example of how some progressive companies are using the latest tools to become more efficient and successful . . .

Ian Bond

Product Development Manager

CSC (UK) Ltd.

Eurocodes - an opportunity to review your spreadsheets? - The Structural Engineer, 4th July 2006, Vol 8 No.3, page 24

The introduction of the Eurocodes represents one of the largest challenges that the UK Structural Engineering industry is ever likely to experience. This period of significant change provides an unprecedented opportunity to review and improve on practices currently used within organisations. One such practice that has developed over the years, almost without planning, is the proliferation of spreadsheets used in design.

Ben Goldsworthy

Product Development Manager

CSC (UK) Ltd.

Shear Wall Analysis - New Modelling, Same Answers - The Structural Engineer, 1st February 2005, Vol 83 No.3, page 20

Engineers now routinely have access to highly capable 3D analysis packages often including the ability to use finite elements (FE shell elements). More and more structures are being analysed in 3D, and as suppliers of such software we at CSC are certainly being faced with increasingly frequently asked questions relating to the modelling of shear and core wall systems using shell elements within the context of a 3D model.

Kenny Arnott

Product Manager

CSC (UK) Ltd.

"flop v.i. (-pp-). n., & adv, 1. v.i. sway about heavily and loosely;"" - The Structural Engineer, 2 November 2004, Vol 82, No.21, Page 15

With the advent of BS 5950-1: 2000 the treatment of second-order effects, particularly in relation to the susceptibility of buildings to 'sway', has come more to the fore. Many buildings, even conventionally braced structures, have been shown to be 'sway sensitive' when the clarified rules of BS 5950-1: 2000 are applied.

Alan Rathbone

Chief Engineer

CSC (UK) Ltd.

P-delta - , "P-Delta Analysis" - New Steel Construction, Jan/Feb 2003, Vol. 11, No.1

The objective of this article is to provide engineers with a short introduction to the different methods of P-Delta analysis currently available in commercial software form.

Richard Dobson

Technical Director

CSC (UK) Ltd.

Design Codes for Engineers or Computers? - The Structural Engineer, 3rd December 2002, Vol 80 No.23/24, page 21

We occasionally see and hear comments suggesting that structural design codes are not written in ways that allow practical/experienced engineers to go about their business in an economic fashion. (Let's not stir up this debate). We have even experienced assertions that we (the computer industry) have infiltrated "the system" and have influenced the codes so that it is impossible to design anything without the aid of software. I can honestly say that we have not worked out how to do that yet!

Kenny Arnott

Product Manager

CSC (UK) Ltd.

Second order effects - , "Second-order effects who needs them?" - The Structural Engineer, Nov 2002, Vol. 80, No.21

Whether you think you need them or not, second-order effects in structures will always occur and always need to be considered. Whether you need to do anything about them depends upon the type of structure with which you are dealing. In a cable stayed, membrane structure, second-order effects are obviously important. This article asks the question in relation to 'normal rectilinear' multi-storey buildings in steelwork.

Alan Rathbone

Chief Engineer

CSC (UK) Ltd.

Education and Training - A Training Agenda for New Technology - The Structural Engineer, 2nd April 2002, Vol 80 No.7

The construction sector is going through a period of significant change. The power of technology, the drive for improved efficiency and the increasing use of partnership projects will fundamentally affect structural engineers. This will be in terms of how they undertake design and how they interact with members of the project team.
How are we going to embrace the new technologies required to implement these increased efficiencies? Will they be seen as opportunities and challenges or threats?

Richard Dobson

Technical Director

CSC (UK) Ltd.

Second Order Analysis - written for the BCSA Process and Technical Committee and published on the BCSA web site.

The objective of this document is to provide a short introduction to engineers on the different methods of 2nd order analysis currently available in commercial software form. In order to provide a document which is able to be appreciated by a wide range of engineers, the document also includes a simple overview of what the P-delta effects are.

Richard Dobson

Technical Director

CSC (UK) Ltd.

Kenny Arnott

Product Manager

CSC (UK) Ltd.

BS5950 - A Practical View - Steel Construction Year Book 2002. Page 63

The long awaited version of BS5950-1:2000, Structural use of steelwork in building - Part 1: Code of practice for design - Rolled and welded sections, arrived finally in May 2001 with an effective date of 15th August 2001.

Richard Dobson

Technical Director

CSC (UK) Ltd.

A paper wall - How solid is that paper wall - The Structural Engineer, 3rd July 2001, Vol 79 No.13

A paper wall - How solid is that paper wall - The Structural Engineer, 3rd July 2001, Vol 79 No.13
Clients, architects, engineers, detailers, fabricators and contractors constantly create, use and transfer information internally and between each other. This information is the primary building block of any structure. On many projects today, this information is still delivered in 2D and on paper.

Richard Dobson

Technical Director

CSC (UK) Ltd.

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