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SOFiCAD 2020 SP 2020.7.1 Build 1417 / 2022-2 Build 558 for AutoCAD 2022

SOFiCAD


SOFiCAD - функциональная программа для создание опалубочных, позиционных и рабочих чертежей. Содержит все функциональные возможности и элементы, необходимые для чертежей конструкции, такие как ассоциативные размеры, отметки уровня, штриховка, символы и все остальное. Если есть специалисты на сайте кто может оценить данный продукт, думаю вы останетесь довольны, большое количество положительных отзывов в сети говорят о том, что программа пользуется большим интересом в этой сфере.

Разработчик: SOFiSTiK AG
Лицензия: ShareWare - у нас вы можете скачать бесплатно
Язык: English - Русская версия и Русификатор отсутствуют
Размер: 511 MB
ОС: Windows 7+ x64
Последняя Версия: 2020 SP 2020.7.1 Build 1417
Скачать программу SOFiCAD бесплатно с ключом
SOFiSTiK SOFiCAD 2022-2 Build 558 for AutoCAD 2022 - 319 MB

9-01-2022, 15:06
Автор: RuFull
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Комментарии (6)
  1. 11Blade11
    Группа: Заглянувший
    Комментариев: 5
    Регистрация: 12.12.2021
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    Написал: 11Blade11 (5 мая 2022 13:05) Сообщение #6
    0
    Скачал, установил,спасибо за прогу)
  2. RuFull
    Группа: Администраторы
    Комментариев: 259 264
    Регистрация: 30.09.2009
    Звание:
    Написал: RuFull (9 января 2022 15:06) Сообщение #5
    0
    Добавил SOFiCAD 2022-2 Build 558 for AutoCAD 2022
    Очень приятно, Царь!
  3. RuFull
    Группа: Администраторы
    Комментариев: 259 264
    Регистрация: 30.09.2009
    Звание:
    Написал: RuFull (8 февраля 2021 05:31) Сообщение #4
    0
    Добавлена версия 2020 SP 2020.7.1 Build 1417
    Очень приятно, Царь!
  4. RuFull
    Группа: Администраторы
    Комментариев: 259 264
    Регистрация: 30.09.2009
    Звание:
    Написал: RuFull (30 сентября 2020 15:52) Сообщение #3
    0
    2020-6
    System VisualisationBugfixes
    Acceleration when opening systems with structural elements. (178089)
    AQBFeatures
    For simplified fatigue stress checks according EN 1992-1-1 6.8.6 the reinforcement value of 70 or 35 has to be specified with NSTR SIGS or already with the material specified. This is required to evaluate and print correct utilisation grades.
    Bugfixes
    The strain parameters of DESI and NSTR for the Result Viewer were not correct for biaxial bending with SP 2020-5. (178047,178057,178458)
    Problems with CTRL INTE and NSTR resolved. CTRL INTE 0 did not work for composite sections. Thus for thinwalled composite sections there was no possibility to activate concrete plates for shear or torsion. (178225,177563,177960)
    Stresses of non effective points with STRE were not correct in the print. (177422)
    Problems with convergence of non effective sections with normal force. (177047)
    The strain parameters of DESI and NSTR for the Result Viewer were not correct for negative moments with SP 2020-5. (176445)
    Correction and enhancements for CAPA for interaction curves and moment curvature relations. Curvatures and distortions are now expected in strain differences. (157497,160889,160978,161506,161548,163014,168245)
    AQUABugfixes
    Sometimes wrong non effective areas were calculated for horizontally adjacent polygon areas with the same material. (176587,176688,177264,178214,178691)
    Weldings (WELD) were not considered for the maximum torsional moments. (178542)
    Polygons starting with a tangential point (TP) had sometimes wrong cross section values (eg. for peripherie). Then sometimes shear cuts also did not worked.
    Sometimes the radii of referenced profiles were changed.
    Some profiles(eg. 'BARF') did not generated a default description.
    Sometimes the texts of the dimension lines had to much digits in the cross section drawing.
    ASEBugfixes
    SOFILOAD Quad prestress TYPE PNXX corrected.
    Other Issues
    Eigenvalue analysis extended on systemen with HASE halfspace.
    BDKBugfixes
    Improvement in the consideration of the cross section of the design element defined in DECREATOR. (165994,178300)
    Improvement of the determination of equivalent uniform moment factors according to Annex B. (177584)
    BEMESSBugfixes
    Punching: analysis of beta values on boundary and edge columns according german code corrected.

    Analysis of beta values according equation (6.39) now generally around the center of perimeter.
    CTRL BETA generally set to 0 for european codes (was set to 2 for some codes).
    Problem solved on Shift Rule SHFT in combination with multi layer design. (177163)
    Punching: end of beams in bottom slabs were not recognized any longer - corrected. (177370)
    Multi layer reinforcement: iteration improved for crack width design. (177524)
    Stress range in tendons improved in case multiple tendons are in one quad. (178467)
    Other Issues
    With REIN TITL now a title can be input for a design case for WINGRAF.
    CSMBugfixes
    Fatigue check on not prestressed systems did not work - corrected.
    DECREATORFeatures
    A secondary group can now be assigned to a design element, which can be used for selections in Wingraf.
    New input parameters for definitions using "DGEO Axis", which allow specifying unitless start and end station values.
    Bugfixes
    Geometries of tendons are now correctly transferred, independent of the coordinates of containing quad elements. (175888)
    Program crash due to undefined bahaviour during bounding-box selection of beam elements prevented. (175870)
    Corrected misplacement of the design element axis when created from a sequence of SLNs, that lie parallel to a geometric axis. (178300)
    DOLFYNFeatures
    Turbulence models expanded.
    DYNABugfixes
    Program chrashed during evaluation of support forces with modal analysis of partial systems. (176133)
    Storey levels: In special situations, wrong positions of center of mass (COM) and center of rigidity (COR) were computed for the base level.
    ELLABugfixes
    Brake loadings of SW/0 and SW/2 now limited. (177080)
    HASEOther Issues
    Example hase21.dat adapted to BLAY pile interpolation.
    SOFDLLCADiNPBugfixes
    String comparison using variables is functional again without the requirement to put the term in brackets; e.g., IF (?TYP(?1)=='S') and IF ?TYP(?1)=='S' are equivalent. (176535)
    SOFINIFeatures
    GB 50010-2010: new chinese design code GB 50010 - 2010 (Edition 2015)
    EN 1992-2004: new country code Israel for the definition load trains for bridges
    Bugfixes
    GB 50010 (2001): correction of the action with PART E
    MAXIMAMAXIMABugfixes
    Fixed tracing of Combinations for Storey Levels.
    Other Issues
    Improvement of the output.
    Result ViewerFeatures
    All plastic forces and moments of a cross section are available.
    Bugfixes
    The non effectivity of reinforcement point did not yet worked for reinforcements stresses. (177115)
    Sometimes cross section stresses were not displayed.
    The displayed distances of polygon edges were sometimes wrong.
    Valid join definitions were partly not saved. (178424)
    SOFILOADFeatures
    Changes to the response spectra according to the Chinese Code GB 50011-2010 are implemented. (174349)
    Bugfixes
    COPY of load trains improved (Lane height, clipping of wheel loads). (174706)
    SOFIMSHAFeatures
    ADDM/FLEX: Improvement of unit treatment with input and output.
    SOFIMSHCBugfixes
    Fixed program crash in meshing of curved surfaces. (176520)
    SSDComputer Aided Bridge Design (CABD)Bugfixes
    Traffic Loader: General improvements when displaying the Residual Area Load in the Task.
    Traffic Loader: LM3 Load Trains are now graphically displayed in the Task with an additional comment when the Group filter GR5 is selected. (177049)
    CSM Bridge Design - Superpositioning: Load cases defined in MAXIMA and assigned to one of the task's supported actions are now recognized by the task. (176975)
    TENDONBugfixes
    Fixed issue in processing slab posttensioning tendons
    Name of user defined prestressing systems will always be printed.
    TEXTILEOther Issues
    Service pack release.
    WinGrafFeatures
    Nodal offset of incremental launching is available. Also nodal coordinate offsets of load cases are available. (175650)
    Sectional values and cross section contours are drawn depending on construction stage of a selected CSM load case. The numbers of the selected construction stages of cross sections are also available. All plastic sectional forces and moments are available.
    Secondary groups of design elements available for selection.
    Opposite directions (of support springs) are united during representation along EDGE. With "CTRL EDGE NO" directions are not united. With "CTRL EDGE FULL" directions of coupled springs are united too. (176139)
    Bugfixes
    WING input QUAD STYP: Element type was sometimes ignored. (178042,178356)
    Sometimes tendon numbers were displayed wrong. (175888)
    Sometimes the comparison 'quotient' of values with direction was showed wrong results. (178269)
    The weight per length of beams was not displayed anymore.
    WPSBugfixes
    Solved crash when stopping the calculation. (178008)

    Очень приятно, Царь!
  5. Kleistenes
    Группа: Друг сайта
    Комментариев: 9 581
    Регистрация: 24.08.2012
    Звание:
    Написал: Kleistenes (24 июля 2020 14:00) Сообщение #2
    0
    Добавил 2020-5 Build 105
    Подробнее / повторно не объясняю, для этого у вас своя голова есть!

    Мимо проходил
  6. bhooray
    Группа: Заглянувший
    Комментариев: 6
    Регистрация: 4.06.2020
    Звание:
    Написал: bhooray (5 июня 2020 07:42) Сообщение #1
    0
    Thank you for the software.... I had been looking for this since long.