[{"data":1,"prerenderedAt":103},["ShallowReactive",2],{"copy:examples:en":3,"copy:reports:en":50},{"seo":4,"hero":7,"facts":11,"list":16,"read":26,"about":40,"close":46},{"title":5,"description":6},"Sample calculation reports · Struct4U","Real reports from XFEM4U, XFrame2D, XBeam2D and XConstruct in steel, concrete and timber, with every formula and clause printed. PDF, EN and NL.",{"label":8,"title":9,"lead":10},"Examples","Sample calculation reports","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.",{"jobs":12,"files":13,"langs":14,"date":15},"calculations in steel, concrete and timber","PDF files, unedited","report languages","generated with version 2023.1",{"label":17,"title":18,"soft":19,"note":20,"product":21,"material":22,"all":23,"count":24,"empty":25},"Reports","Nine calculations, as printed.","Filter by program or material.","The header of every page names the program, its version and the date.","Program","Material","All","Showing {n} of {total} calculations","No sample report for this combination yet.",{"label":27,"title":28,"items":29,"cta":39},"Reading a report","What to look for",[30,33,36],{"title":31,"text":32},"Applied standards","At the start of the calculation: every standard the report applies, with its edition and national annex.",{"title":34,"text":35},"Formula, values, result","Each check prints the formula as in the code, then the same formula with the numbers, then the result with its unit and clause.",{"title":37,"text":38},"Unity checks","Summary tables give the unity check per member, load combination and clause, so you can start with the governing one.","How to recheck a result",{"label":41,"title":42,"text":43,"hosted":44,"cta":45},"About these samples","When these reports were made","All samples were generated on {date} with version 2023.1 of each program. The programs have had {releases} 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.","Changelog",{"title":47,"text":48,"secondary":49},"Run your own calculation.","Your own reports print every formula and clause the same way.","Verification",{"jobs":51,"materials":88,"langs":92,"annex":96,"pages":100,"page":101,"files":102},{"xfem4u-steel-hall-eurocode":52,"xfem4u-steel-hall-aisc":56,"xframe2d-timber-roof-frame":60,"xbeam2d-concrete-beam":64,"xconstruct-moment-connection":68,"xconstruct-column-base":72,"xconstruct-concrete-section":76,"xconstruct-concrete-column":80,"xconstruct-punching-shear":84},{"title":53,"summary":54,"thumbAlt":55},"Steel hall in 3D, to Eurocode","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.","Page 2 of the report: the 3D model of the hall, members coloured by profile.",{"title":57,"summary":58,"thumbAlt":59},"The same hall, to ANSI\u002FAISC 360-16","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.","Page 52 of the English report: flexural buckling check E3 of beam 30, an IPE 300, with the values filled in.",{"title":61,"summary":62,"thumbAlt":63},"Timber roof frame","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.","Page 20 of the English report: envelope moment and shear force diagrams of the roof frame.",{"title":65,"summary":66,"thumbAlt":67},"Reinforced concrete beam","A 1000 × 260 mm slab strip in C20\u002F25 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.","Page 7 of the English report: the longitudinal reinforcement table and the shifted moment line.",{"title":69,"summary":70,"thumbAlt":71},"Bolted end-plate moment connection","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.","Page 1 of the English report: elevation and section of the connection with the bolt layout.",{"title":73,"summary":74,"thumbAlt":75},"Steel column base","An HEB 300 on a 380 × 460 × 25 mm base plate with M24 anchors in C25\u002F30, for N = 300 kN, V = 20 kN and M = 25 kNm: concrete bearing, anchors, welds and rotational stiffness to NEN-EN 1993-1-8.","Page 1 of the English report: elevation and plan of the column base with loads and dimensions.",{"title":77,"summary":78,"thumbAlt":79},"Concrete section with M-N-κ diagram","A 500 × 700 mm beam section in C20\u002F25 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.","Page 3 of the English report: the M-N-κ diagram in the ultimate limit state.",{"title":81,"summary":82,"thumbAlt":83},"Circular concrete column, with fire","A column of 450 mm diameter in C45\u002F55, 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.","Page 3 of the English report: sectional calculation of the circular column with the forces in steel and concrete.",{"title":85,"summary":86,"thumbAlt":87},"Punching shear","A 240 mm slab on a circular column with an enlarged head, 275 kN with eccentricity, in C30\u002F37: punching to NEN-EN 1992-1-1, 6.4.3. Result: no punching reinforcement needed.","Page 1 of the English report: section and plan of the slab and column head with the control perimeter.",{"steel":89,"concrete":90,"timber":91},"Steel","Concrete","Timber",{"en":93,"nl":94,"es":95},"English","Dutch","Spanish",{"NL":97,"DE":98,"US":99},"Dutch annex","German annex","","{n} pp","p. {n}","Report files",1792702115747]