Examples
Real output of the four programs, as they print it: the applied standards, every formula with its values, and the unity checks. Download a PDF and recheck any line.
The header of every page names the program, its version and the date.
Showing 9 of 9 calculations
p. 2 · NLXFEM4U · Steel
A steel hall with dead, imposed, snow and two wind load cases. Second-order analysis with imperfections (EN 1993-1-1, 5.3.2) and unity checks per member to clauses 6.2 and 6.3, with the Dutch annex. The report is in Dutch.
EN 1993-1-1
XFEM4U 2023.1.02 · 12 Nov 2022
p. 52 · ENXFEM4U · Steel
The steel hall checked to AISC 360-16 with the Direct Analysis Method (Section C1.1, LRFD) on a second-order analysis with initial imperfections, member by member to chapters D to H.
ANSI/AISC 360-16
XFEM4U 2023.1.02 · 12 Nov 2022
p. 20 · ENXFrame2D · Timber
A timber roof frame (C18, 38 × 235 mm) with snow and wind loads generated to EN 1991. Second-order analysis with imperfections (EN 1995-1-1, 5.4.4) and member checks to EN 1995-1-1. The English report uses the German annex, the Dutch one the Dutch annex.
EN 1991-1-3 · EN 1991-1-4 · EN 1995-1-1
XFrame2D 2023.1.01 · 12 Nov 2022
p. 7 · ENXBeam2D · Concrete
A 1000 × 260 mm slab strip in C20/25 over three supports, with spans of 2.0 and 6.2 m and a 2.0 m cantilever: ULS and SLS envelopes, longitudinal and shear reinforcement, and crack control without direct calculation.
EN 1990 · EN 1992-1-1
XBeam2D 2023.1.01 · 12 Nov 2022
p. 1 · ENXConstruct · Steel
An IPE 240 beam connected to an HEB 160 column with 8 M16 bolts, grade 8.8, in S235: resistance per component and bolt row, rotational stiffness and classification (semi-rigid) to NEN-EN 1993-1-8.
EN 1993-1-8
XConstruct 2023.1.01 · 12 Nov 2022
p. 1 · ENXConstruct · Steel
An HEB 300 on a 380 × 460 × 25 mm base plate with M24 anchors in C25/30, for N = 300 kN, V = 20 kN and M = 25 kNm: concrete bearing, anchors, welds and rotational stiffness to NEN-EN 1993-1-8.
EN 1992-1-1 · EN 1993-1-8
XConstruct 2023.1.01 · 12 Nov 2022
p. 3 · ENXConstruct · Concrete
A 500 × 700 mm beam section in C20/25 with 5 Ø16 top and bottom: bending, shear and torsion to NEN-EN 1992-1-1, with the M-N-κ diagram and the bending stiffness it gives.
EN 1992-1-1
XConstruct 2023.1.01 · 12 Nov 2022
p. 3 · ENXConstruct · Concrete
A column of 450 mm diameter in C45/55, 3.5 m long: second-order effects (NEN-EN 1992-1-1, 5.8), biaxial bending, fire resistance R60 by the 500 °C isotherm method (NEN-EN 1992-1-2) and the mortar joint at the base.
EN 1992-1-1 · EN 1992-1-2
XConstruct 2023.1.01 · 12 Nov 2022
p. 1 · ENXConstruct · Concrete
A 240 mm slab on a circular column with an enlarged head, 275 kN with eccentricity, in C30/37: punching to NEN-EN 1992-1-1, 6.4.3. Result: no punching reinforcement needed.
EN 1992-1-1
XConstruct 2023.1.01 · 12 Nov 2022
At the start of the calculation: every standard the report applies, with its edition and national annex.
Each check prints the formula as in the code, then the same formula with the numbers, then the result with its unit and clause.
Summary tables give the unity check per member, load combination and clause, so you can start with the governing one.
All samples were generated on 12 November 2022 with version 2023.1 of each program. The programs have had 90 releases since, including corrections that change results; the changelog flags them.
The files were first published on struct4u.com in November 2022 and are hosted here unchanged.
Your own reports print every formula and clause the same way.
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