For single loads sometimes additional beam sections were missing . (104297)

The control for text "Always with loadcase. LC..." led to a crash. (102699)

Infinite loop in lines with more than 32768 characters.

SSD

Several switches in the SSD projects (without explicitly close) could lead to crash.

DIN EN1992-2004: Default for Asbmin is again 0% (103336,103455), because the determined minimum reinforcement for columns was to big, 0.30% is only valid for walls

Punching: on thick slabs > 1.0m at wall corners the punching force was calculated too small in special cases - corrected. (103603)

Minimum reinforcement MREI: if a parallel explicit crack width input in CRAK WK is made (EN 1992-1-1 7.3.4), now this input is also used for minimum reinforcement. (up to now the value was taken only form the design parameter dialog) (103624)

BEAM selection with primary groups did not work properly since 13.92. (104416,104362,104338,103687)

When calculating the zoom position, it could cause a integer overflow. (102302)

NS EN1992-2004: Road bridges load model 1 adjustment factors according to National Annex NS-EN 1991-2:2003/NA:2010 (101873)

BS EN1992-2004: Changing of the default value alpha-cc to 0.85 for bridge classes according to BS EN 1992-2 Table NA.1 (101795)

DS EN1992-2004: Correction of the material safety of concrete SC1 = 1.45 according to DS/EN 1992-1-1 DK NA:2011 (102690)

Error at description for loadings.

Structural lines without bedding stiffness in a bottomslab disturbed the punching node search - corrected. (101736)

Vertical tendon shear force part in punching design corrected for sytems with global z-axis pointing up. (102555)

Norway EN 1992-1-1 7.3.4(3) formula (7.11): special hceff analysis implemented.
With this hc-eff may get bigger than in original eurocode and the crack width will get even higher
than with original eurocode! (102127)

Selection of punching nodes corrected on GRP input.

Saving small usage factors of crack width are now suppressed. (101438)

BEAM selection with secondary groups did not work. (100628)

The file type was sometimes not correctly detected based on the file extension.

Since 2014-3 default for loadcasenumbers has been wrong in case of NODE P and SYST SPAC (100875)

DIN EN1992-2004: Modifications for EN 1992-1-1/NA:2013-04, Asbmin 0.30% (98027)

Correction of the material safety for prestressing steel and structural steel

Soil/pile friction angle (PHI) in record 405/NR, defined in AQUA with BBAX TANR, was saved in CDB in degrees instead of in radians.

Problem with evaluation of load points in Beamsections and hinges. (101301)

Problem with evaluation of transverse and longitudinal loading for associated results. (101226)

Selection of QGRP did not work for LANE INT>2. (99128)

Tolerance problem for the Newton iteration removed.

The presentation of several flore response spectra was deactivated. (99648)

The definition of TMIN in HIST did not work for frequencies. (98893)

In systems with only pile elements no _csmlf.dat was created - solved.

Design according BS 5400 reactivated

Incorrect assignment of the reinforcement in the cross sections. (101454)

When specifying two directions of imperfection X + Y, the value of imperfection was set twice in the hot design according to DIN EN 1992. (101277)

As> 0.04 Ac: The fire design cannot be done according to Table 5.2a (DIN EN 1992-1-2:2010-12 5.3.2 (2)).

An SLS design could delete the punching results in the database - corrected. (99638)

EXPO: export of design parameter corrected. (99659)

SELE: delesecting nodes with SELE TYPE 0 did not work - corrected. (100775)

Improvements for the Plus-/Minus control with APPLY.

The calculation of scale could be wrong during small systems with boundaries.

The X direction was sometimes wrong during cylindric projection. (97876)

Up to now the number of simultaneously open PLBs was limited to 120. This limit is now abolished, it is strictly limited to the available core memory. (99418)

"Delete Page Breaks" as a separate command in the context menu.

Improved page breaks in connection with headlines and directly following pictures.

When scrolling with the mouse wheel, the Windows system settings are used.

SSD

For a selective calculation, it could happen that some tasks have been double calculated. (99493)

The default for the windloading P6 will be now 0.0 for all load trains.

The input of control-texts for AQUA/AQB was incorrect.

Wrong loadcasenumber for SUPP ETYP NODE ZUST P (98804)

DS EN1992-2004: Adjustments to the DS/EN 1992-1-1 DK NA:2011 (97884,99093)

EN 1995-2004: Rare (characteristic) and permanent combination allowed (99042)

Diagnose.exe

Identification Student / Trial licence.

Diagnose.exe

Identification Student / Trial licence.

Structural points were too large in small systems. (98351)

The calculating of cross section stresses from AQB stresses worked sometimes incorrect or could lead to a crash. (98464)

Wrong cross section stresses were calculated after a fire design. (99039)

Warning changed in: allowable soil pressure exceeded (98994)

Torsional hinges with wapring torsion were defect. (98895)

QUAD elements ignored the contribution of hyperbolic geometry. (98197)

Number of faces for a cell encreased to 32.

HFLX for WALL has not been treated properly.

CSM Design: Definition of AQB combinations was incomplete in some cases of design in a construction stage (DESB -> _desi.dat). (98039)

Warning 41 is the alarm only if more than one beams can be defined in a floor. (97633)

The steel stress-strain curve was set wrong in identifying Nrd at fire resistant design. Thus, the values were somewhat too high.

In the national annex to shear design DIN EN 1992-1-1 the bar diameter was not taken into account - corrected. (97790)

The error message 214 occured without legal cause in special SLS input - solved. (97576)

Finding relevant punching nodes in bedded foundation slabs improved. (97450)

Punching activated on geometry points with high single loads.

BRIC volume design corrected for special case sigy=0.00 and sigz=0.00. (97965)

In the SLS concrete compression stress analysis sometimes the maximum value before increase of reinforcement was printed - corrected. (97775)

In the SLS analysis of stress range in the reinforcement compression forces could be not taken into account correctly - solved. (99023)

The compression height check XMIN had problems on weak overpressed sections - corrected. (99295)

Shear design EN 1992-1-1 Norway: the limitation due to Norge 6.2.3(2) NA.6.7.bN caused error no. 488. (98452)

Denmark code DS EN 1992-1-1 DK NA_ 2011 implemented:

• 6.2.2(1) mindimum shear reinforcement vmin
• 7.3.4(3) special analysis for k3 in then crack analysis
• 9.2.2(5) Shear reinforcement ro min = 0.063*SQRT(fck)/fyk (99093)

Punching: wrong punching error message -151 in SLS design corrected. (98763)

Punching: end of walls on slab boundaries in 3D buildings (above vertical walls) were not automatically detected in all cases - corrected.

Equations 3.1 and 3.2 of EN 1995 are now generally applied with TMAX. However TMAX is the maximum thickness for timber materials. (99117)

Small correction for Mt-plas for welded thin walled sections. (99720)

Equations 11.7.1/2 of DM 2008 have been used for all strength values. (99117)

NEFF areas have not been accounted for shear cuts. (97585)

Crash for shear design according SIA262 if no bending design was performed. (99686)

Coefficient alfa-cw according equation 6.11N of EN 1992 has not been taken into account for the superposition of V and T. (99204)

Shear design for sections with tensile force and minimum reinforcements enhanced. (98461)

The stressfactor eta for fatigue design of EN 1992 worked only in Germany. (97657)

The stress at the center of the partial area with check STRE RL was not properly evaluated. (95246)

"Project Save As" sometimes crashed SOFiPLUS.

Misleading error message regarding numbering of boundary elements revised.

Reworking of load trains with COPY: Torsional moments from wind and centrifugal loading will be accounted for by variation of the vertical loading in general. (96535)

Centrifugal loading was applied for wheels only with half of his value. (96535)

Improper definitions of spans with placements inhibited to apply loadings with COPY. (95296)

AREA of type WIND without geometry on LAR didi not work any more. (94639)

WIDE did not work for LINE BGRP at all, it is intended to be active for any non specific loading however. (94357)

Opposite sign of warping stresses for the superposition of sectional stresses corrected. (97802)

DIN EN1992-2004: Minimum reinforcement for columns according to DIN EN 1991-1-1/NA:2013-04 and DIN EN 1992-2/NA:2013-04

Diagnose.exe

Windows 8 identification.

Diagnose.exe

Windows 8 identification.

Stress calculation was improved for cross section class 4. (95006)

GRAFiX output, record FILT: The filter was sometimes not written. (97859)

The logo was wrong placed on the page frame.

Z values of nonlinear material point reactions were sometimes wrong.

In the iteration for a-crit the program is prematurely dropped out of the iteration. It could happen that by a necessary punching analysis was not performed. (97382)

Changes at the Safty factors of actions have not taken to CDB-Loads->check. (95685)

Tolerance of lane dimensions increased to 1 mm, to allow longer axis definitions. (88474)

Interpolation between spectra of different damping did not work properly. (97365)

CSM Design: crack design for german DIN EN 1992-2 without prestress now with default: frequent combination (97129)

Shear design: For elastically supported plate elements, in some situations an improper reduction of the design shear force was carried out. (97784)

Crack design for german DIN EN 1992-2 now with default 0.20 mm (97253)

Punching on foundation slabs: input PUNC FOUN LC_P allowed (97129)

Punching for german DIN EN 1992-1-1: reduktion of CRdc for inner columns on thick slabs added - (NDP)6.4.4(1) (97395)

Circular holes with MNO 0 did not work always properly. (95483)

INTE ADD ignored the layer definitions. (94403)

The correction of the start time for creep due to the cement class has been applied recursively. (97531)

Minimum reinforcements according ACI 10.5.1 has been applied for compressive memebers only. (97165)

The relative usage factor has not been applied properly for the part of the stress increments of inclined tendons for transverse shear and torsion. (95702)

The relative usage factor has not been applied properly for the part of the stress increments of inclined tendons for transverse shear and torsion. (95702)

Wrong bucjking values for section class 4 if the plate has been fixed at the end only. (95006)

VMIN has been used for EN1992-1 with a safety factor as in the German NA. (94832)

The designation of work law is available. (94656)

Constant input line loads on SLN were sometimes not displayed. (95014)

Better text check in upper/lower area of picture. (95087)

Text direction was incorrect during cylinder pojection. (95329)

The default properties of axis could not be changed for WING. Now it is possible to change the axis default if the file WINGRAF.DEF exists and has an axis properties input ("MOVE...") and if the file SOFISTIK.DEF has the input "GRAFSTEU=CTRL DEF WDEF" inside the block "[SOFiSTiK]". (96206)

WING output, record DB: Output was faulty since version 16.12.

The unit set was defined as "0" if the units dialogue was canceled.

The URSULA chapter heading was sometimes incorrect during the list output.

When zooming, the current position is maintained improved. (94238)

At the command "Edit macro file" the user files (*. usr) are choosable.

The commands in the control dialogs can be activated via the shortcuts.

Bridge Wizards

Task Tendons: Input off loadcase number was wrong. (94937)

The number of a boundary element will be corrected in case it does not fit into the given group bounds. (94883)

The default of local z-axis did not consider the direction of gravity. (95066)

DIN EN1992-2004, New actions SF - possible settlement and ZF -probable settlement for bridge classes according to DIN EN 1992-2/NA:2013-04

Sets the default version to sofistikversion 2012.

Export.exe

Target path was not set correctly.

Sets the default version to sofistikversion 2012.

Export.exe

Target path was not set correctly.

Maximal number of interface (HASE) nodes increased. (95311)

Cross section stresses could be wrong after a nonlinear AQB calculation. (96078,96366)

Load case numbers were not possible if they were greater than 9999. (95752)

Only the load cases of QUAD node results were offered if results from middle and node were selected together. (85259)

Input, record LC, item X: The abscissa was ignored if ENO was not set.

Springs were not available if no cross sections were found in database.

Column width for load case was sometimes to small.

The current row was reset on the first one if the list view was changed.

Accidental load combinations are not supported yet.

For certain design situations, the weight factor of the load combination is used. If this cannot be determined, appears a warning.

The design section was not saved correctly.

A variable load on the surface of the quiver was removed, although this loading was not recognized.

When accepting the loadings of a CDB, the entered influence factors were ignored.

Interpolation of lane width did not work always. (96046)

Warping Torsion reworked, CTRL WARP 1 will select the terms only for those beams where a significant warping resistance is available, CTRL WARP 2 will inforce the terms for all sections even with zero CM. The geometric stiffness of the second order torsion and bending is now applied with WARP 0, but lateral torsional buckling still requires WARP 1.

RSET did not work properly with kinematic dependent degrees of freedom. (96578)

CTRL QUAD 2/3 corrected. (85471,85468)

CSM Design: for german DIN EN 1992-2 (new attachment NCI Zu 7.3.1 (105)) decompression check now again on top+bottom of section (and not 100mm above/below duct) (95839)

CSM Design: Selection of action for decompression design adapted for quad BEMESS design

AQB checkprint improved for Quad-Beam systems with first construction stages without beams.

Design: With DESI MREI PAR1=0 the robustness reinforcement in QUAD design can be switched off.

Internal error while enabling of registers reinforcement and fire design. (95339)

Punching: close punching nodes with high nodal forces (bottom slabs) are now not deleted from the punching list but the punching perimeter is devided by 2.0. So at these points the bending moment reduction occurs and the normal slab shear design is switched off (and marked in the punching plot). (94253)

In SLS checks CRAC and NSTR now the shear design and a possible shear output is suppressed. (95847)

Compression height in crack desicn EN 1992-1-1 7.3.2(2) according figure 7.1 improved. (96413)

Special parts implemented for swedish national annex SS-EN 1992-1-1(TRVFS 2011:12):

6.2.3(2): cot,max set to 2.5
6.4.5(3): vRd,max for punching limited to <= 1.6vRd,du1/u0 7.3.4(3): special furmula for value k3 on crack design added 9.2.2(5): minimum shear reinforcement 0.1 % (96413)

The allowable shear stress for timber did not account for the term kcr any more. This influenced also the design according DIN 1052-2008. (96559)

CM has not been reevaluated for a restart of a section. (95899)

LNAH has not been accounted for the evaluation of design forces. Non effective parts did influence the elastic limit forces and moments. (95544)

Heat capacity for HMAT (Timber) corrected.

Sway stress according DIN EN 1992 follows now the DIN Fachbercht procedure. (94458)

Shear design according AASHTO 2010 for sections in compression corrected. (95608)

Problems with circular holes in shear design fixed. (95483)