Struct4U changelog https://struct4u.com/changelog/ Releases of XFEM4U, XFrame2D, XBeam2D and XConstruct, from the release notes. Δ marks a calculation change. en-GB Thu, 20 Aug 2026 12:00:00 GMT XFrame2D 2027-07-01 https://struct4u.com/changelog/#xframe2d-2027-07-01 https://struct4u.com/changelog/#xframe2d-2027-07-01 Thu, 20 Aug 2026 12:00:00 GMT XFrame2D
  • Fixed two memory leaks, one of them in the solver; in certain cases the PC could crash.
  • Clearer labels on the moment and shear force lines. (#40)

    • Release notes (PDF)

    ]]>         XBeam2D 2027-05-02 https://struct4u.com/changelog/#xbeam2d-2027-05-02 https://struct4u.com/changelog/#xbeam2d-2027-05-02 Wed, 19 Aug 2026 12:00:00 GMT XBeam2D
  • Fixed a memory leak in the solver.
  • Clearer labels on the moment and shear force lines. (#40)

    • Release notes (PDF)

    ]]>         XBeam2D 2027-05-01 https://struct4u.com/changelog/#xbeam2d-2027-05-01 https://struct4u.com/changelog/#xbeam2d-2027-05-01 Thu, 13 Aug 2026 12:00:00 GMT XBeam2D
  • Fire resistance: calculate the fire resistance of a steel beam.

    • Release notes (PDF)

    ]]>         XFrame2D 2027-06-01 https://struct4u.com/changelog/#xframe2d-2027-06-01 https://struct4u.com/changelog/#xframe2d-2027-06-01 Thu, 13 Aug 2026 12:00:00 GMT XFrame2D
  • Fire resistance: calculate the fire resistance of steel structures.

    • Release notes (PDF)

    ]]>         XFEM4U 2027-04-02 https://struct4u.com/changelog/#xfem4u-2027-04-02 https://struct4u.com/changelog/#xfem4u-2027-04-02 Tue, 04 Aug 2026 12:00:00 GMT XFEM4U
  • Fire data of beams: fixed a crash when Properties was opened without fire data, and editing the fire data of several beams at once.

    • Release notes (PDF)

    ]]>         XBeam2D 2027-04-01 https://struct4u.com/changelog/#xbeam2d-2027-04-01 https://struct4u.com/changelog/#xbeam2d-2027-04-01 Sat, 25 Jul 2026 12:00:00 GMT XBeam2D
  • Chessboard loading is generated once and can be generated again with the new Load generator menu option.

    • Release notes (PDF)

    ]]>         XFrame2D 2027-05-01 · Δ calculation change https://struct4u.com/changelog/#xframe2d-2027-05-01 https://struct4u.com/changelog/#xframe2d-2027-05-01 Sat, 25 Jul 2026 12:00:00 GMT XFrame2D
  • Δ Beams on an elastic foundation and tension-only or compression-only members are now solved iteratively in the load combinations only, as in XFEM4U. Iterating in single load cases could fail to converge. (#34)
  • Δ The SLS combinations were not generated correctly. Fixed.
  • Δ The automatic renumbering of nodes, on by default, could remove beams by mistake. Fixed.
  • Much faster drawing of models with many beams. (#31)

    • Release notes (PDF)

    ]]>         XFEM4U 2027-04-01 · Δ calculation change https://struct4u.com/changelog/#xfem4u-2027-04-01 https://struct4u.com/changelog/#xfem4u-2027-04-01 Fri, 10 Jul 2026 12:00:00 GMT XFEM4U
  • Fire resistance: calculate the fire resistance of steel structures.
  • IFC export: export the complete model to the open IFC format for BIM applications.
  • Calculation speed is back at the level of version 2026.3. The notes state that the calculations keep the same reliability. (#63)
  • Δ Plates: where a node falls on a plate edge, the edge is now also split for plates that are hidden (layer switched off).
  • Δ Orthotropic plates: an E entered by the user was overwritten with the default value. Fixed. (#67)
  • Δ Correction factor kc (EN 1993-1-1, 6.3.2.3, Table 6.6) now follows Serna et al., using Mmax and the moments at five points.
  • Δ Lateral-torsional buckling: the factor C2 was not calculated correctly in all situations. Corrected; the notes expect a small effect.

    • Release notes (PDF)

    ]]>         XBeam2D 2027-03-02 · Δ calculation change https://struct4u.com/changelog/#xbeam2d-2027-03-02 https://struct4u.com/changelog/#xbeam2d-2027-03-02 Tue, 07 Jul 2026 12:00:00 GMT XBeam2D
  • Δ Chessboard loading: the ψ factor in the SLS combinations was wrongly set to 1.00. Fixed. (#30)
  • Output table: VRd,c was printed too low for slab reinforcement given as diameter and spacing, because the longitudinal reinforcement area showed as 0 mm². The notes state that the calculation and the design were correct: an output error only. (#23)

    • Release notes (PDF)

    ]]>         XFrame2D 2027-04-01 · Δ calculation change https://struct4u.com/changelog/#xframe2d-2027-04-01 https://struct4u.com/changelog/#xframe2d-2027-04-01 Mon, 29 Jun 2026 12:00:00 GMT XFrame2D
  • Δ A programming error meant that tension-only and compression-only members were not calculated correctly in certain situations. Fixed. (#27)

    • Release notes (PDF)

    ]]>         XBeam2D 2027-03-01 · Δ calculation change https://struct4u.com/changelog/#xbeam2d-2027-03-01 https://struct4u.com/changelog/#xbeam2d-2027-03-01 Fri, 19 Jun 2026 12:00:00 GMT XBeam2D
  • New solver: much shorter calculation times, especially for large geometrically non-linear models.
  • Chessboard loading for variable loads (loaded and unloaded spans): the load cases and combinations are generated automatically. (#3160, #829, #2748)
  • Δ Lateral-torsional buckling: for continuous beams where hogging dominates in an intermediate span (NEN-EN 1993-1-1 NB, Figure NB.6, formula NB.7), the sign of C2 was reversed in the critical moment (formula NB.NB.2). Corrected. (#3162)
  • Δ Lateral-torsional buckling: C2 is now extrapolated for loads on the top flange, because C2 assumes the load at the centre of gravity of a flange. The notes expect a small effect. (#5)
  • Δ Lateral-torsional buckling: the maximum moment of a beam segment between fork supports or lateral restraints could be taken from outside that segment, so the unity check could come out too high. Fixed. (#6)
  • Δ Correction factor kc (EN 1993-1-1, 6.3.2.3, Table 6.6) now follows Serna et al., using Mmax and the moments at five points.
  • Pasting several beams could place their beam loads more than once. Fixed. (#3147, #18)
  • The design working life is printed in the output. (#3081)

    • Release notes (PDF)

    ]]>         XFrame2D 2027-03-01 · Δ calculation change https://struct4u.com/changelog/#xframe2d-2027-03-01 https://struct4u.com/changelog/#xframe2d-2027-03-01 Fri, 19 Jun 2026 12:00:00 GMT XFrame2D
  • New solver: much shorter calculation times, especially for large geometrically non-linear models.
  • Draw a beam perpendicular to another beam, with snapping to the perpendicular point. (#3207)
  • Δ Wind load generator: for wind parallel to the ridge, the distance e/4 for zone F is now measured from the eaves instead of from the ridge. (#3114)
  • Δ Lateral-torsional buckling: for continuous beams where hogging dominates in an intermediate span (NEN-EN 1993-1-1 NB, Figure NB.6, formula NB.7), the sign of C2 was reversed in the critical moment (formula NB.NB.2). Corrected. (#3162)
  • Δ Lateral-torsional buckling: C2 is now extrapolated for loads on the top flange, because C2 assumes the load at the centre of gravity of a flange. The notes expect a small effect. (#5)
  • Δ Lateral-torsional buckling: the maximum moment of a beam segment between fork supports or lateral restraints could be taken from outside that segment, so the unity check could come out too high. Fixed. (#6)
  • Δ Correction factor kc (EN 1993-1-1, 6.3.2.3, Table 6.6) now follows Serna et al., using Mmax and the moments at five points.
  • Δ Lateral-torsional buckling of tapered timber members used the wrong section height. Corrected. (#19)
  • The design working life is printed in the output. (#3081)

    • Release notes (PDF)

    ]]>         XConstruct 2027-03-01 · Δ calculation change https://struct4u.com/changelog/#xconstruct-2027-03-01 https://struct4u.com/changelog/#xconstruct-2027-03-01 Fri, 15 May 2026 12:00:00 GMT XConstruct
  • Fire resistance module: the fire resistance of tension members and of beams not prone to lateral-torsional buckling, the section factor of unclad and clad profiles, and the steel temperature over time, with a set of fire protection materials.
  • Timber column module, to Eurocode. (#3086)
  • Foundation piles: enter your own soil profiles, or edit generated ones, and link them to one or more CPTs. (#3022, #3044, #3067, #3166, #3200)
  • Δ NEN 9997-1:2025+C1:2025 implemented; the pile factors of Table 7.c are updated.
  • Δ Punching: u0 and u1 were not calculated correctly for the position All-around edge. Fixed. (#3204, #3209)
  • Δ Lateral-torsional buckling: for continuous beams where hogging dominates in an intermediate span (NEN-EN 1993-1-1 NB, Figure NB.6, formula NB.7), the sign of C2 was reversed in the critical moment (formula NB.NB.2). Corrected. (#3162)
  • Δ Bolts: the tensile stress areas As of M33 to M52 are updated. (#7)
  • Foundation pile: the adhesion level can now be set for every CPT; it was only initialised for the first one. (#3159)
  • The design working life is printed in the output. (#3081)

    • Release notes (PDF)

    ]]>         XFEM4U 2027-03-01 · Δ calculation change https://struct4u.com/changelog/#xfem4u-2027-03-01 https://struct4u.com/changelog/#xfem4u-2027-03-01 Tue, 12 May 2026 12:00:00 GMT XFEM4U
  • Excel round trip: export nodes, beams, load cases and combinations, beam and node loads or node displacements to Excel, edit them there and import them back. (#1861, #2322, #2324, #2359, #2630)
  • Export to Tekla Structures: an XFEM4U model can now be converted into a Tekla model, through an XML import tool made by Tekniq Solution.
  • Δ Surface loads: in certain cases the beam loads were not generated correctly. Fixed. (#16)
  • Δ Lateral-torsional buckling: C2 is now extrapolated for loads on the top flange, because C2 assumes the load at the centre of gravity of a flange. The notes expect a small effect. (#5)
  • Δ Lateral-torsional buckling: the maximum moment of a beam segment between fork supports or lateral restraints could be taken from outside that segment, so the unity check could come out too high. Fixed. (#6)
  • Load generator: a new Delete loads button removes generated load cases and combinations. (#3119)

    • Release notes (PDF)

    ]]>         XFEM4U 2027-02-01 https://struct4u.com/changelog/#xfem4u-2027-02-01 https://struct4u.com/changelog/#xfem4u-2027-02-01 Wed, 08 Apr 2026 12:00:00 GMT XFEM4U
  • Word output: fixed a crash, and images are now as sharp as in the PDF output. (#3182)
  • Tekla import via XML works again, and the IDEA StatiCa export no longer crashes on profiles such as THQ. (#3186)
  • Dialogs and the print preview display in full on high-resolution screens.

    • Release notes (PDF)

    ]]>         XFEM4U 2027-01-01 · Δ calculation change https://struct4u.com/changelog/#xfem4u-2027-01-01 https://struct4u.com/changelog/#xfem4u-2027-01-01 Mon, 23 Mar 2026 12:00:00 GMT XFEM4U
  • Runs on .NET 10. A start dialog lists recent models with a preview image, which is also saved as a PNG in the project folder.
  • XFrame2D models can be converted to XFEM4U models via XML export and import. (#2864)
  • Surface loads and panels: set the tolerance above and below the plane that decides which beams lie in it. (#3009)
  • View wizard: generate several views for the report from one camera position. (#3127)
  • Dutch national annex NEN-EN 1992-1-1+C2:2011+A1:2015/NB+A1:2020+A2:2025 added. (#2866)
  • The stirrup spacings the design chooses from can now be set by the user. (#3007)
  • Δ Wind load generator: for wind parallel to the ridge, the distance e/4 for zone F is now measured from the eaves instead of from the ridge. (#3114)
  • Δ Mesher: plates with edge beams on an elastic foundation were meshed irregularly, and the mesher sometimes hung. Improved. (#3096)
  • Δ The design of stirrups is improved. (#2862)
  • Δ Lateral-torsional buckling: for continuous beams where hogging dominates in an intermediate span (NEN-EN 1993-1-1 NB, Figure NB.6, formula NB.7), the sign of C2 was reversed in the critical moment (formula NB.NB.2). Corrected. (#3162)
  • Δ The additional deflection is now calculated from the total final deflection including creep. (#3047)
  • The code check is on by default for new projects. (#3126)
  • A deflection that exceeds its limit is now printed in the output as an error in red, not as a warning. (#2688, #3015)
  • The design working life is printed in the output. (#3081)
  • Lateral-torsional buckling: a beam group can now combine different profiles, so the length between fork supports (Lg) can be determined. (#3033)

    • Release notes (PDF)

    ]]>         XBeam2D 2027-02-01 https://struct4u.com/changelog/#xbeam2d-2027-02-01 https://struct4u.com/changelog/#xbeam2d-2027-02-01 Mon, 19 Jan 2026 12:00:00 GMT XBeam2D
  • Ordering and paying online from the program works again.

    • Release notes (PDF)

    ]]>         XConstruct 2027-02-01 https://struct4u.com/changelog/#xconstruct-2027-02-01 https://struct4u.com/changelog/#xconstruct-2027-02-01 Mon, 19 Jan 2026 12:00:00 GMT XConstruct
  • Ordering and paying online from the program works again.

    • Release notes (PDF)

    ]]>         XFrame2D 2027-02-01 https://struct4u.com/changelog/#xframe2d-2027-02-01 https://struct4u.com/changelog/#xframe2d-2027-02-01 Mon, 19 Jan 2026 12:00:00 GMT XFrame2D
  • Ordering and paying online from the program works again.

    • Release notes (PDF)

    ]]>         XBeam2D 2027-01-02 https://struct4u.com/changelog/#xbeam2d-2027-01-02 https://struct4u.com/changelog/#xbeam2d-2027-01-02 Fri, 16 Jan 2026 12:00:00 GMT XBeam2D
  • The factors ψ0, ψ1 and ψ2 are back in the load case table and can be entered again. (#3072)
  • A deflection that met its limit was shown in red in the output. Fixed. (#3015, #3071)

    • Release notes (PDF)

    ]]>         XFrame2D 2027-01-02 https://struct4u.com/changelog/#xframe2d-2027-01-02 https://struct4u.com/changelog/#xframe2d-2027-01-02 Fri, 16 Jan 2026 12:00:00 GMT XFrame2D
  • The factors ψ0, ψ1 and ψ2 are back in the load case table and can be entered again. (#3072)
  • A deflection that met its limit was shown in red in the output. Fixed. (#3015, #3071)

    • Release notes (PDF)

    ]]>         XConstruct 2027-01-01 https://struct4u.com/changelog/#xconstruct-2027-01-01 https://struct4u.com/changelog/#xconstruct-2027-01-01 Wed, 14 Jan 2026 12:00:00 GMT XConstruct
  • Moment connection: the input now checks that the compressive stress in the column stays below the yield strength. (#2811)
  • The bottom cover is printed correctly; for slabs, the number of stirrup legs and the strut angle are no longer printed. (#3053)
  • The Word output no longer contains a licence-key message from Syncfusion. (#3068)

    • Release notes (PDF)

    ]]>         XBeam2D 2027-01-01 · Δ calculation change https://struct4u.com/changelog/#xbeam2d-2027-01-01 https://struct4u.com/changelog/#xbeam2d-2027-01-01 Mon, 12 Jan 2026 12:00:00 GMT XBeam2D
  • Runs on .NET 10. A start dialog lists recent models with a preview image, which is also saved as a PNG in the project folder.
  • Dutch national annex NEN-EN 1992-1-1+C2:2011+A1:2015/NB+A1:2020+A2:2025 added. (#2866)
  • The stirrup spacings the design chooses from can now be set by the user. (#3007)
  • Δ The shear force coverage line of a slab over several supports was not determined correctly. Fixed. (#2853)
  • Δ The design of stirrups is improved. (#2862)
  • Δ The additional deflection is now calculated from the total final deflection including creep. (#3047)
  • The limits for total and additional deflection, previously fixed, can now be set in the beam data. (#3026)
  • A deflection that exceeds its limit is now printed in the output as an error in red, not as a warning. (#2688, #3015)

    • Release notes (PDF)

    ]]>         XFrame2D 2027-01-01 · Δ calculation change https://struct4u.com/changelog/#xframe2d-2027-01-01 https://struct4u.com/changelog/#xframe2d-2027-01-01 Mon, 12 Jan 2026 12:00:00 GMT XFrame2D
  • Runs on .NET 10. A start dialog lists recent models with a preview image, which is also saved as a PNG in the project folder.
  • XFrame2D models can be converted to XFEM4U models via XML export and import. (#2864)
  • Chosen beams can be excluded from the code check. (#2787)
  • Δ Moment connection: the compressive stress in the column is now limited to the yield strength. (#2811)
  • Δ The additional deflection is now calculated from the total final deflection including creep. (#3047)
  • A deflection that exceeds its limit is now printed in the output as an error in red, not as a warning. (#2688, #3015)
  • Lateral-torsional buckling: a beam group can now combine different profiles, so the length between fork supports (Lg) can be determined. (#3033)

    • Release notes (PDF)

    ]]>         XConstruct 2026-07-03 https://struct4u.com/changelog/#xconstruct-2026-07-03 https://struct4u.com/changelog/#xconstruct-2026-07-03 Wed, 07 Jan 2026 12:00:00 GMT XConstruct
  • Reading the login.ini file works again. (#3062)

    • Release notes (PDF)

    ]]>         XConstruct 2026-07-02 · Δ calculation change https://struct4u.com/changelog/#xconstruct-2026-07-02 https://struct4u.com/changelog/#xconstruct-2026-07-02 Thu, 11 Dec 2025 12:00:00 GMT XConstruct
  • Δ Concrete section: with no stirrups entered (Asw = 0), the shear reinforcement was not checked. Fixed. (#3025)
  • Merging PDF files works again. (#3038)

    • Release notes (PDF)

    ]]>         XConstruct 2026-07-01 · Δ calculation change https://struct4u.com/changelog/#xconstruct-2026-07-01 https://struct4u.com/changelog/#xconstruct-2026-07-01 Wed, 03 Dec 2025 12:00:00 GMT XConstruct
  • The first Struct4U program on .NET 10.
  • Shear connection module for hinged connections: with a fin plate, a short end plate or angle cleats. (#1481, #2506, #2756)
  • Moment connection: two new types with the beam resting on the column. (#708, #911, #1583, #1740, #2392, #2656)
  • Dutch national annex NEN-EN 1992-1-1+C2:2011+A1:2015/NB+A1:2020+A2:2025 added. (#2866)
  • Δ Concrete column: the material factor for concrete in the fire situation changed from 1.50 to 1.00. (#2798)
  • Δ Concrete column joint: for mortar joint types a, b and c, v is now increased by 20 mm, in line with NEN-EN 1992-1-1, 10.9.4.3(8). (#2800)
  • Δ Concrete column, biaxial bending: the minimum eccentricity for bending about the z-axis was calculated with the height h instead of the width b. Fixed. (#2888)
  • Δ Concrete section: the cracking moment MRk was not always right, because the bar spacing s used for the maximum steel stress was wrong. Fixed. (#2999)
  • Δ Steel column: the moment distribution along the column, and so the factor Cmy of NEN-EN 1993-1-1 Table B.3, was not determined correctly. Fixed. (#2868)
  • Δ Brace connection: the block tearing check of the bolt group was missing for angles and for strips with one bolt row. Added. (#3010)
  • Δ Joists: the reduction factor kr was not applied to Vz,Ed for a point load. Fixed. (#3003)
  • Purlin and joists: the deflection limit, fixed at 0.004L, can now be set.

    • Release notes (PDF)

    ]]>         XConstruct 2026-06-04 https://struct4u.com/changelog/#xconstruct-2026-06-04 https://struct4u.com/changelog/#xconstruct-2026-06-04 Thu, 25 Sep 2025 12:00:00 GMT XConstruct
  • The Word output is improved. (#2866)

    • Release notes (PDF)

    ]]>         XConstruct 2026-06-03 · Δ calculation change https://struct4u.com/changelog/#xconstruct-2026-06-03 https://struct4u.com/changelog/#xconstruct-2026-06-03 Sat, 20 Sep 2025 12:00:00 GMT XConstruct
  • Δ Concrete column: the joint calculation for a wall was incorrect. Fixed. (#2852)

    • Release notes (PDF)

    ]]>         XBeam2D 2026-02-03 https://struct4u.com/changelog/#xbeam2d-2026-02-03 https://struct4u.com/changelog/#xbeam2d-2026-02-03 Thu, 04 Sep 2025 12:00:00 GMT XBeam2D
  • Opening an example at the first start-up works again.

    • Release notes (PDF)

    ]]>         XFrame2D 2026-02-03 https://struct4u.com/changelog/#xframe2d-2026-02-03 https://struct4u.com/changelog/#xframe2d-2026-02-03 Thu, 04 Sep 2025 12:00:00 GMT XFrame2D
  • Opening an example at the first start-up works again.
  • Word output: fixed a crash. (#2870)

    • Release notes (PDF)

    ]]>         XBeam2D 2026-02-02 https://struct4u.com/changelog/#xbeam2d-2026-02-02 https://struct4u.com/changelog/#xbeam2d-2026-02-02 Tue, 02 Sep 2025 12:00:00 GMT XBeam2D
  • Concrete deflection: fixed a crash for spring-supported beams. Concrete deflections are not calculated for beams on an elastic foundation or on springs. (#2842)

    • Release notes (PDF)

    ]]>         XConstruct 2026-06-02 https://struct4u.com/changelog/#xconstruct-2026-06-02 https://struct4u.com/changelog/#xconstruct-2026-06-02 Thu, 28 Aug 2025 12:00:00 GMT XConstruct
  • Purlin: the variable load was not saved. Fixed. (#2840)

    • Release notes (PDF)

    ]]>         XFrame2D 2026-02-02 https://struct4u.com/changelog/#xframe2d-2026-02-02 https://struct4u.com/changelog/#xframe2d-2026-02-02 Tue, 26 Aug 2025 12:00:00 GMT XFrame2D
  • Fixed crashes when exporting to Word and after an XML import. (#2836, #2839)

    • Release notes (PDF)

    ]]>         XBeam2D 2026-02-01 https://struct4u.com/changelog/#xbeam2d-2026-02-01 https://struct4u.com/changelog/#xbeam2d-2026-02-01 Sun, 24 Aug 2025 12:00:00 GMT XBeam2D
  • Output as a Microsoft Word document (.docx): every Eurocode formula in the report becomes a Word equation.
  • Copying a beam now also copies its beam loads. (#2813)

    • Release notes (PDF)

    ]]>         XConstruct 2026-06-01 · Δ calculation change https://struct4u.com/changelog/#xconstruct-2026-06-01 https://struct4u.com/changelog/#xconstruct-2026-06-01 Sun, 24 Aug 2025 12:00:00 GMT XConstruct
  • Output as a Microsoft Word document (.docx): every Eurocode formula in the report becomes a Word equation.
  • Δ NEN 8700: the national annex changed when a project was reopened. Fixed. (#2782)
  • Δ Brace connection, strip with two bolt rows: the bolt spacing e2 was not determined correctly, so the bearing resistance came out too high. The block tearing check of the bolt group is added. (#2809)
  • Concrete section: stirrups can now be entered by the user. (#2810)
  • Aerated concrete: the block grades are now G2, G4, G6 and G8. (#2781)
  • Pile output: Rb;cal and Rs;cal were printed in the wrong column, and the output for different pile sizes was wrong. Fixed. (#2802, #2824)

    • Release notes (PDF)

    ]]>         XFEM4U 2026-03-01 · Δ calculation change https://struct4u.com/changelog/#xfem4u-2026-03-01 https://struct4u.com/changelog/#xfem4u-2026-03-01 Sun, 24 Aug 2025 12:00:00 GMT XFEM4U
  • Output as a Microsoft Word document (.docx): every Eurocode formula in the report becomes a Word equation.
  • Δ The envelope (moment and shear force lines and so on) was not determined correctly when a combination was switched off in the combination table. Fixed. (#2828)
  • Panels and surface loads: a new point is only added to the contour when it lies in the plane, so no warped planes are created by accident.
  • The graphical display of beam deflections in the global x, y and z directions is corrected. (#2823)

    • Release notes (PDF)

    ]]>         XFrame2D 2026-02-01 · Δ calculation change https://struct4u.com/changelog/#xframe2d-2026-02-01 https://struct4u.com/changelog/#xframe2d-2026-02-01 Sun, 24 Aug 2025 12:00:00 GMT XFrame2D
  • Output as a Microsoft Word document (.docx): every Eurocode formula in the report becomes a Word equation.
  • Copying a beam now also copies its beam loads. (#2813)
  • Δ Lateral-torsional buckling: the restraint distances of a beam group defined with node numbers were not determined correctly. Fixed. (#2788)

    • Release notes (PDF)

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