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Privacy and Cookies

Data Security

Website Terms and Conditions

Software Licensing Terms

Privacy and Cookies

We may change this privacy notice from time to time by updating this page.

What information do we collect?

When you use this website, we may collect the following information:

  • the areas of the website that you visit
  • information about your computer, such as which browser you are using, your network location, the type of connection you are using (e.g. broadband, ADSL etc) and your IP address

We do this by using cookies, which are small files that help us track how our visitors use the website and enable us to understand where we can improve your experience. If you would like to find out which cookies we use and the information they track see our Cookies Policy.

Once you submit or register information through our website we will know who you are and your activities on this website and information about you and/or your company may be recorded on our systems. For example, we may ask for personal information when you download our software including:

  • your name
  • company name
  • email address
  • postal address
  • telephone number
  • country where you are based
  • Social media ID
  • your comments/questions
  • services/markets you are interested in

We may also collect personal information from telephone calls and/or other correspondence with you.

What do we do with the information we collect?

The information we capture is used for various purposes. The main purpose is to provide you with our services (whether available via the website or offline). We also use the information for:

  • website development
  • understanding how our visitors interact on the website
  • understanding what our clients are interested in
  • understanding what potential clients are interested in
  • dealing with enquiries/concerns
  • marketing our services and people to you
  • market research
  • service development
  • internal record keeping


We would like to provide you with information about our services and other information which we think you may find interesting. We may send you such information by post, email and/or telephone, unless you have asked us not to do so.

We will not provide your personal information to other organisations for marketing purposes without your explicit consent.

If at any time you do not want your information used for direct marketing purposes, please contact us or follow the unsubscribe link in our marketing email messages.

Who do we share this information with?

We may share your personal information with companies acting on our behalf who will only use the information to provide that service. However, we will retain control of your data and any third party service provider that we use must act in accordance with our instructions. We may also share your personal information with a purchaser or potential purchaser of our business.

In some circumstances, we may have to disclose your personal information by law, because a court or the police or other law enforcement agency has asked us for it.

How to get copies of or amend the information we have collected

You may request details of the personal information that we hold about you under data protection laws. If you would like a copy of the information held about you please write to us at oasys@arup.com or at: Data Protection Officer, 13 Fitzroy Street, London, UK, W1T 4BQ. Please note that we may charge a small £10 administration fee for information requests.

If you think any information we have about you is incorrect or incomplete, please email us as soon as possible. We will correct or update any information as soon as we can.

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Data Security

We are committed to ensuring that your information is secure. In order to prevent unauthorised access or disclosure we have put in place suitable physical, electronic and managerial procedures to safeguard and secure the information we collect, including locked cabinets, electronic password protection and pass card access to buildings.

If at any point you suspect or receive a suspicious communication from someone suggesting they work for Oasys or a website claiming to be affiliated with Oasys, please forward the communication to us or report the incident by email to oasys@arup.com or in writing to Oasys, 13 Fitzroy Street, London, UK, W1T 4BQ as soon as possible.

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Website Terms and Conditions

The contents of this web site are protected by copyright and other intellectual property rights under international conventions. No copying of any words, images, graphic representations or other information contained in this web site is permitted without the prior written permission of the webmaster for this site.

Oasys accepts no responsibility for the content of any external site that links to or from this site.

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Software Licensing Terms

Terms and Conditions of Purchase

The full conditions of purchase and maintenance for all Oasys software are set out in the Oasys Software Licence and Support Agreement. All prices are subject to TAX at the current rate.

Prices and specifications are subject to change without notice – please ask for a written quotation.

Although every care has been taken to ensure the accuracy of all information contained herein, the contents do not form or constitute a representation, warranty, or part of any contract.

Superseded Versions of Terms and Conditions

Oasys keeps copies of all superseded versions of its terms and conditions.

Maintenance & Support Services

Twelve months support and maintenance is included with most products. Thereafter maintenance is typically 20% of the current sales price.

An annual maintenance service is available for most programs after the first year.

This service includes:

  • telephone/fax/email/web based support
  • free software updates available via internet download
  • personalised output header for many products

ADC Change Log

All notable changes to ADC will be documented within the change log


ADC 8.4 Build 18: Fixes — Beam & Slab Checks

  • Beam & Slab Checks : Contribution of concrete shear is not getting added in the shear capacity calculation.
    [NCR11441] (Fixed 14 February 2018)
  • Beam & Slab Checks : The application checks spacing link spacing which is not required for slab.
    [NCR11442] (Fixed 14 February 2018)
  • Beam & Slab Checks : In case of ribbed slab

New Features


  • Beam & slab check: The output view now reports moment and shear utilization failure along with detailing errors.
    [NCR11301] (Fixed 18 July 2017)
  • Beam & slab check: Changing the section description deletes the reinforcement arrangement instead of regenerating it for the new section.
    [NCR11303] (Fixed 18 July 2017)
  • Beam & slab check: In the reinforcement dialog box the user is prevented from entering top and bottom reinforcement if link reinforcemnet has not been specified.
    [NCR11304] (Fixed 18 July 2017)
  • EC2 pile design: The minimum tension reinforcement area calculation reported 100 times too large.
    [NCR11302] (Fixed 18 July 2017)
  • General: A file can be re-opened when it is already open in an ADC session without warning. Now the message “You already have this file open in an ADC session. Do you want to open the file again?” is displayed.
    [NCR11305] (Fixed 19 July 2017)

New Features

  • None


Beam, Slab & Column

  • Beam and Slab: In EC2 design shear enhancement is not being applied when a point load is applied near a support. Now shear enhancement is applied as per Cl 6.2.3(8) of EC2 when point load is near support in range of 2d.
    [NCR11122] (Fixed 31 January 2017)(Released in AdBeam, AdSlab & AdRib version
  • Beam and Slab: ADC is not limiting the redistribution to target value and instead taking permitted.
    [NCR11123] (Fixed 31 January 2017)(Released in Abeam

New Features

New Feature — Beam, Slab & Column

  • Support has been added for IRC:112-2011.


Beam, Slab, Column & Pile

  • Pile: In pile design no check for maximum bar spacing is carried out. Now the maximum allowed bar spacing is set to 400mm, as per clause EN
    [NCR10986] (Fixed 08 August 2016) (Released in AdPile
  • Pile and Column: ADC crashes on opening column load tables from the Gateway if the program option is Column or Pile and the bending axis is uniaxial.
    [NCR10985] (Fixed 08 August 2016) (Released in ADC
  • Pile and Column: Perimeter rebar on a perimeter section is placed outside of the section when the perimeter point is anticlockwise.
    [NCR10995] (Fixed 11 August 2016) (Released in ADC
  • Beam and Slab: Opening the General Specification dialog resets the distribution to the default value of 10%.
    [NCR11002] (Fixed 24 August 2016) (Released in ADC
  • Column: Unable to launch Help page from load definition wizard.
    [NCR11022] (Fixed 24 August 2016) (Released in ADC

New Features

  • None


Rib, Beam & Column

  • Rib Design: Basic span/depth ratio is not correct in EC2 rib design as steel required is taken at the free end rather than the non-free end in the case of a cantilever.
    [NCR10795] (Fixed 04 April 2016) (Released in AdRib
  • Beam Design: In EC2 beam design, the distribution of link reinforcement along the member is not correct when there is a heavy point load near a support.
    [NCR10520] (Fixed 04 April 2016) (Released in AdBeam
  • Column Design: When N*(applied load) > Nc(buckling load) then a buckling failure warning is reported in the output while the design is carried out by limiting the moment magnification factor to 11.
    [NCR10796] (Fixed 04 April 2016) (Released in AdCol
  • Column Design: For EC2 ADC was not doing a maximum bar spacing check. The maximum bar spacing is now set to 150mm, based on a crack width of 0.3mm, and a steel stress of 280MPa as per Table 7.3N.
    [NCR10797] (Fixed 04 April 2016) (Released in AdCol
  • Column Design: ADC is not allowing the modification of bar limits, requesting a positive value because continuity reinforcement was getting checked for the column, which was not required.
    [NCR10798] (Fixed 04 April 2016) (Released in ADC

New Features

New Feature — Column

  • A new Perimeter Reinforcement option is available for column design. This allows reinforcement to be placed in one or more layers around the perimeter of a section, based on spacing criteria. At present this is available for rectangular, tapered or perimeter sections. This is primarily to allow the design of large sections beyond the scope of the existing templates. Circular section should continue to use the existing circular template.

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