| NCR ADSEC-1189 | | Crashes on importing csv file with concrete materials with an explicit stress strain curve. | Build 49 |
| NCR ADSEC-1182 | | HKSDM-2013 - Incorrectly reports the section is always uncracked. | Build 49 |
| NCR ADSEC-1061 | | ADSEC 8.4: Unable to open AdSec file saved in earlier versions. | Build 49 |
| NCR ADSEC-1063 | | Section crack status incorrectly reported for 'No tension' and 'Linear' concrete SLS curves - IRC 112. | Build 49 |
| NCR ADSEC-1036 | | Crash on opening an binary file (.ads). | Build 49 |
| NCR ADSEC-1035 | | Crash on opening .adtxt file of design code IS456_2000. | Build 49 |
| NCR ADSEC-1013 | | TITLE keyword is not read from AdSec text files. | Build 49 |
| NCR ADSEC-989 | Analysis | Fixed CSA S6 crack width kc interpolation. | Build 46 |
| NCR ADSEC-989 | Analysis | Fixed CSA S6 crack width kc interpolation. | Build 46 |
| NCR ADSEC-983 | File I/O | Fixed CSV output files having extra characters and headings that don't align with content. | Build 46 |
| NCR ADSEC-980 | File I/O | Fixed command file issue causing strength analysis summary results not to be exported to CSV. | Build 46 |
| NCR ADSEC-961 | Analysis | Exclude bar prestrain for calculation of ACI phi factor. | Build 46 |
| NCR ADSEC-873 | General | Fixed concrete material dialog resetting values to standard material values. | Build 46 |
| NCR ADSEC-863 | General | Fixed help and theory PDF file links. Add in Tutorials link. | Build 46 |
| NCR ADSEC-692 | Analysis | Fix for output strain being different when an input strain applied to a section. | Build 46 |
| NCR ADSEC-689 | Analysis | Fix in solver to make it work with higher strain and curvature | Build 46 |
| NCR ADSEC-512 | General | Fixed reported reinforcement rate not considering non-integer no. of bars in slabs | Build 46 |
| NCR ADSEC-475 | General | Update alpha-cc according to Dutch National Annex from 0.85 to 1.0 | Build 46 |
| NCR ADSEC-359 | Materials | Fixed the default failure strain for IS456. | Build 46 |
| NCR ADSEC-323 | General | Fix for command file export issue where SLS output wasn't working where ULS analysis performed before it. | Build 46 |
| NCR ADSEC-230 | General | Fix for issue with exporting slab into CSV file leading to non-integer no. of bars in slab being rounded. | Build 46 |
| NCR ADSEC-121 | Analysis | Fix for moment-stiffness chart showing strange spikes where concrete has Popovics material model (as is default option for CSA A23). | Build 46 |
| NCR ADSEC-274 | General | Fix summarised results for crack widths tables not displaying when uncracked cases present | Build 43 |
| NCR ADSEC-215 | Materials | Corrected Eurocode steel reinforcement hardening modulus calculated based on k parameter value (EN 1992-1-1 Fig. 3.8) | Build 43 |
| NCR ADSEC-187 | Analysis | Corrected Eurocode tendons strength to be based on fp0,1k | Build 42 |
| NCR ADSEC-171 | Analysis | Revert AdSec to report cracks for selected crack equation (e.g. EC2 eqn. 7.9) despite zeta (ζ) value | Build 41 |
| NCR ADSEC-166 | Analysis | Corrected Danish EC2 NDP k3 value for cracking | Build 41 |
| NCR ADSEC-132 | Analysis | Fix for AdSec reporting that the section is uncracked however displays crack values in graphics view | Build 40 |
| NCR ADSEC-122 | Analysis | Fixed wrong EpsilonMax being used when 0no. bars defined in template reinf. | Build 39 |
| NCR ADSEC-116 | Analysis | Fixed crack width results not displaying message when uncracked (PD6687) | Build 39 |
| NCR ADSEC-114 | Documentation | Help file updated to describe difference between using .adcmd & .cmd command file extensions in relation to how the splash screen behaves. | Build 39 |
| NCR ADSEC-113 | Documentation | Theory document updated for correct alpha & beta values to CSA A23.3-14. | Build 39 |
| NCR ADSEC-63 | Analysis | Fixed false crack width warning in compound sections | Build 39 |
| NCR ADSEC-15 | Analysis | Fixed crack widths being reported for uncracked section | Build 39 |
| NCR ADSEC | General | Fixed material name not reverting immediately to original name when invalid name specified. | Build 39 |
| NCR ADSEC-13 | General | Fixed bugs in Concrete material definition wizard such as Elastic modulus being reset to default value when reopening the dialog. Made the Density edit box on the main form editable and the E uneditable on the Extra Data dialog box (as is editable on previous main dialog page) | Build 39 |
| NCR ADSEC-12 | General | Fixed bugs for rebar properties when working with .adtxt files: γs, γse, ξ, Eh and khard. | Build 39 |
| NCR ADSEC-9 | General | Fixed bug when pasting reinforcement in the general reinforcement definition wizard when defining reinforcement for the first time | Build 39 |
| NCR ADSEC-7 | General | Fixed bug for user-defined values for Design Strength Factor (α1) and SLS max strain in concrete material properties not saving when saved as .adtxt. | Build 39 |
| NCR ADSEC-5 | General | Fixed command file options for "general" and "sls_sum" and updated help file for spelling errors - "mat_strain" is now "mat_strains" and "rebar_strain" is now "rebar_strains" | Build 39 |
| NCR ADSEC-4 | General | Fixed program crashing when selecting the Mander curve for compressive behaviour (SLS) | Build 39 |
| NCR ADSEC-3 | General | Links to Email the Support Team and to the FAQs fixed. | Build 39 |
| NCR ADSEC-2 | General | Fixed ULS case definitions getting reset to Section 1 when set to "all". | Build 39 |
| NCR ADSEC | General | Fixed EC2 Danish National Annex αcc value (from 0.85 to 1.0) | Build 39 |
| NCR ADSEC | General | Eurocode concrete grades >50N/mm2 were not saved correctly when exiting the grade definition dialogue window. | Build 38 |
| NCR ADSEC | General | Corrected default concrete material partial safety factors for the Danish National Annex to Eurocode 2. | Build 38 |
| NCR-11462 | Analysis | The k2 parameter for crack with calculation was derived from the interpolated strain plane rather than the cracked strain plane. | Build 37 |
| NCR-11451 | Analysis | SLS calculations to IRC112 do not produce crack width output. | Build 37 |
| NCR-11440 | General | The k3 parameter for crack width calculations are incorrect for French and Danish versions of Eurocode. In the French case the equation is incorrect and in the Danish version the default Eurocode value is used rather than the value in the National Annexe. | Build 37 |
| NCR-11427 | Analysis | Intermediate analysis (BS5400/HKSDM) does not allow for a creep value, so gives results the same as a short-term analysis. | Build 36 |
| NCR-11427 | File I/O | When saving data as a text file, the reinforcement material can be lost when the code does not involve a material (γ/φ) factor. | Build 36 |
| NCR-11396 | File I/O | In slab models where bars are defined by a pitch there is a correction for a non-integer number of bars. When this model is saved to file and re-opened the correction factor is lost leading to an underestimate of the slab strength. | Build 35 |
| NCR-11394 | General | The scaling of graphical printed output is worng by a factor of 1000. | Build 35 |
| NCR-11392 | File I/O | Reading AdSec text files with explicit material curves the curve definition is lost. This does not affect binary files. | Build 35 |
| NCR-11392 | General | With concrete materials the plastic strain point is not being set properly when the concrete material model is changed. | Build 35 |
| NCR-11347 | File I/O | AdSec can crash when a chart analysis is selected and the section refers to an undefined material. | Build 33 |
| NCR-11346 | Analysis | When using CSA A23.3 for N/M charts the compressive axial limit is interpreted wrongly (by using the section dimension in m rather than mm) leading to axial load factors that are too small. | Build 33 |
| NCR-11317 | Analysis | When using DIN EN 1992 the crack width calculation does not set k1×k2 = 1 as per the German National Annexe leading to incorrect crack widths. | Build 33 |
| NCR-11309 | Analysis | There is an issue with the crack width calculation for the CSA S6 code with prestressed bars. With prestressed bars where the applied loads exclude the prestress anchorage the prestress was included in the checks for bars in tension. This prestress is now excluded from the calculation of most tensile bars. | Build 33 |
| NCR-11294 | Analysis | The value of ζ is now set to 0 if the section if uncracked, irrespective of the value of β. | Build 33 |
| NCR-11285 | File I/O | Dxf export of the section is now working. | Build 32 |
| NCR-11280 | Analysis | The crack width calculation to CSA S6 has been modified so that As is based on the factored bar area (for slabs) and the db is based on the largest bar in the tension zone. | Build 32 |
| NCR-11279 | Analysis | The welcome screen cannot be disabled. | Build 32 |
| NCR-11251 | General | There can be a problem with large link diameters in slab sections and template reinforcement given a message "links too large for section". This can be avoided using general reinforcement. | Build 32 |
| NCR-11229 | General | In Moment/curvature (M/κ) charts the specified maximum moment is ignored and instead the capacity is used as the upper limit for the calculation. | Build 32 |
| NCR-11176 | General | EC3 steel design grade S450 (EN) name is shown incorrectly as S460 (EN). | Build 30 |
| NCR-11171 | General | When the section is a slab with template reinforcement there is an area factor associated with the bars to give the correct area across the slab. When the section is resized this is lost leading to incorrect bar areas in the calculation. Opening the reinforcement wizard resets this, so avoiding the program. | Build 30 |
| NCR-11137 | Output view | AdSec will crash if materials are being output in a grid view. | Build 30 |
| NCR-11137 | Output view | When outputing elastic section properties for ‘all’ sections the properties reported ‘including reinforcement’ are always those for the current section. | Build 30 |
| NCR-11119 | Analysis | When using the Hong Kong Code of Practice 2013 the 0.67 factor on the concrete strength is set to 1 giving an overestimate of the strength. | Build 29 |
| NCR-11113 | Analysis | Changing design code to one using an FIB material would cause a strange stress-strain curve to be generated due to the dafault value for Em/Esecant not being updated. | Build 29 |
| NCR-11108 | Analysis | Crack widths for EN1992 with UK national annexe did not allow for calculation of crack width for durability. | Build 29 |
| NCR-11104 | General | Documentation for text file i/o not correct for rebar. | Build 29 |
| NCR-11103 | Analysis | SLS analysis to IRC112 can cause AdSec to crash. | Build 29 |
| NCR-11092 | File I/O | When using IRC 112 there are problems reading files. A message is dislpayed warning that the code is undefined. This does not affect other design codes. | Build 28 |
| NCR-11088 | Analysis | If a section references an undefined material AdSec will crash when doing an analysis. | Build 28 |
| NCR-11085 | Analysis | The calculation of the area of rebar for the CSA S6 crack width calcuations was using the total area of rebar in the tension zone rather than the area in the effective tension area. | Build 28 |
| NCR-11084 | Analysis | The setting of the prestress include/exclude option for multiple pre-stress bars results in the opposite option being set. | Build 28 |
| NCR-11092 | General | When using ACI 318M the value of the design strength of the concrete is being returned as f′c rather than 0.85 × f′c. | Build 26 |
| NCR-11071 | General | User defined tendon materals are not available in the general reinforcement dialog. | Build 26 |
| NCR-11065 | General | The option of explicit material curves for concrete and rebar are missing for the CSA S6 design code. | Build 24 |
| NCR-11051 | General | EN 1992 and ACI 318 allow extra parameters to be specified as part of the rebar properties. These were being overwritten and lost. | Build 24 |
| NCR-11049 | General | When specifying steel materials the stress-strain curves may not be generated correctly, leading to incorrect stress-strain relationships being used in the analysis. For Eurocode this also includes a non-standard γm value for the steel. | Build 24 |
| NCR-11046 | General | There are a couple of issues with rebar properties dialog: - The hardening parameter is available for material models which don't require this.
- The failure strain cannot be entered (although the value can be copied).
| Build 24 |
| NCR-11045 | General | The value of ‘d’ in the Eurocode crack calculation is incorrect when the section origin does not coincide with the centroid. | Build 24 |
| NCR-11037 | General | In some instances AdSec will not draw the section properly. Opening and saving the section will usually clear this problem. | Build 24 |
| NCR-11031 | General | When copying and pasting general reinforcement the rebar grade can get lost. | Build 24 |
| NCR-11030 | Analysis | In some cases with Eurocode the minimum ζ values is ignored and the calculated value used instead. | Build 24 |
| NCR-11029 | General | ACI 318M code options can in some cases return the wrong bar type. | Build 24 |
| NCR-11028 | General | The rebar strain limit for reinforcement to the Hong Kong Structures Design Manual 2013 is always returned as 0.05 | Build 24 |
| NCR-11024 | Analysis | There is an error when using the CSA S6 code in the calculation of the area of concrete in tension which controls cracking, leading to incorrect code crack widths. | Build 19 |
| NCR-11019 | File I/O | When reading data from a text file the model will not run properly as some material properties have not been set. This problem can be worked around by opening the material wizards (concrete and reinforcement) and clicking OK which causes the materials to be re-established. | Build 19 |
| NCR-11017 | General | The template wizard for beam reinforcement does not properly enable the row spacing field when there are multiple rows of reinforcement. | Build 19 |
| NCR-11010 | General | Expansion of general reinforcement was not expanding lines, arc, etc. to individual bars. | Build 19 |
| NCR-11003 | Analysis | ACI 318 does not give clear guidance on how to calculate φ (strength reduction value) with composite (steel/concrete) sections. This change is to ensure that the standard concrete/rebar values are applied when the section if composite. | Build 18 |
| NCR-11001 | Analysis | Calculation of the crack width cover factor for EN1992/PD6687 returns a value of one instead of the factor based on actual and nominal cover. | Build 18 |
| NCR-10998 | General | Models using BS5400 (or related codes) and the default rebar stress-strain curve get corrupted when written, losing the material type. Re-establishing the rebar material after opening the file, avoids the problem. | Build 18 |
| NCR-10993 | General | Pressing the shift key in the Gateway while on a ‘section title’ causes a crash. | Build 18 |
| NCR-10988 | General | The neutral axis is not always drawn properly – particularly when it is outside the section. | Build 18 |
| NCR-10987 | Analysis | The rectangular stress block with EN1992 codes gives too low a plateau stress for high strength concrete – the η value is applied twice. | Build 18 |
| NCR-10983 | General | When editing reinforcement extra renforcement materials are generated in some cases, rather than using existing defined materials. | Build 18 |
| NCR-10983 | General | The option to display crack width values on a graphic view is not working. | Build 18 |
| NCR-10975 | Analysis | The Eurocode crack calculation gives wrong answers when a component strain plane or a concrete-only strain plane is applied to the section. | Build 17 |
| NCR-10974 | File I/O | The steel materials are not written properly to file causing the steel module to be unreadable when opening the file. | Build 17 |
| NCR-10970 | Analysis | When using Eurocode for SLS analysis the ζ factor is not calculated correctly leading to a wrong resultant strain plane. | Build 17 |
| NCR-10968 | General | Various data editing operations would cause the gateway tree to close up. The gateway now retains its expanded state. | Build 17 |
| NCR-10961 | Analysis | Eurocode crack width calculations can be wrong in the case when bars are equidistant from the section @lsquo;face’ and ‘side’. | Build 17 |
| NCR-10961 | General | The option to define a ζmin is not available for EN1992 / PD6687 | Build 16 |