100+ Free Meisterprüfung Tischler Practice Questions

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2026 Statistics

Key Facts: Meisterprüfung Tischler Exam

NQR 6

National Qualification Level

Austrian NQR / WKO

€0 EUR

1st & 2nd Attempt Fee

Austrian Federal Funding (2024)

5 Modules

Master Exam Structure

WKO Meisterprüfungsstellen

Grade 1-4

Passing Grade Scale

Allgemeine Prüfungsordnung

16%

Joinery & Hardware

Bundesinnung Tischler

16%

Design & Millwork

Bundesinnung Tischler

15%

Wood Science & Timber

Bundesinnung Tischler

15%

Surface Finishing

Bundesinnung Tischler

The Austrian Tischler Meisterprüfung is the NQR Level 6 master craftsman examination administered by the WKO Meisterprüfungsstellen for the regulated trade of cabinetmaking and joinery. Candidates must demonstrate deep expertise across 7 core domains: Wood Science & Solid Timber (15%), Wood-Based Materials & Veneers (14%), Joinery & Cabinet Hardware (16%), Surface Finishing & Coatings (15%), Furniture Design & Interior Architecture / Doors & Windows (16%), Woodworking Machinery, CNC & Workplace Safety (12%), and Costing & ÖNORM B 2217 Contract Standards (12%). Examination fees for the 1st and 2nd attempts are completely covered by Austrian federal funding (kostenlos seit 1. Jänner 2024).

Sample Meisterprüfung Tischler Practice Questions

Try these sample questions to test your Meisterprüfung Tischler exam readiness. Each question includes a detailed explanation. Start the interactive quiz above for the full 100+ question experience with AI tutoring.

1In wood anatomy and botanical classification, what is the primary fundamental microscopic structural difference between softwoods (Nadelhölzer, such as spruce and pine) and hardwoods (Laubhölzer, such as oak and beech)?

A.Softwoods lack specialized vessel elements (Tracheen) and conduct sap almost exclusively through tracheids (Tracheiden), whereas hardwoods possess vessels for sap conduction.

B.Softwoods contain complex compound vessel pores (Poren), whereas hardwoods consist exclusively of homogeneous longitudinal tracheid cells.

C.Hardwoods possess resin canals (Harzkanäle) throughout their sapwood, whereas softwoods lack resin-secreting epithelial cells entirely.

D.Softwoods have a cellular structure composed primarily of libriform fibers (Libriformfasern) that provide mechanical strength, whereas hardwoods rely on scalariform tracheids.

Explanation: Softwoods (Nadelhölzer) have a phylogenetically older, simpler anatomical structure consisting of 90% to 95% tracheids (Tracheiden), which fulfill both the water conduction (Leitfunktion) and mechanical support (Stützfunktion) roles, without true vessel elements (Tracheen/Gefäße). In contrast, hardwoods (Laubhölzer) have differentiated specialized cell types: vessels (Tracheen/Poren) for water transport and libriform fibers (Libriformfasern) or fiber tracheids for mechanical strength.

2Solid timber is an anisotropic material exhibiting different dimensional changes across its principal anatomical axes. What is the typical ratio of total shrinkage/swelling (Schwindmaß) in the longitudinal, radial, and tangential directions for native Central European timber species?

A.Longitudinal : Radial : Tangential ≈ 10 : 5 : 1 (longitudinal ~10%, radial ~5%, tangential ~1%)

B.Longitudinal : Radial : Tangential ≈ 1 : 10 : 17 (longitudinal ~0.1–0.3%, radial ~3–5%, tangential ~6–10%)

C.Longitudinal : Radial : Tangential ≈ 1 : 1 : 1 (isotropic behavior across all three grain directions)

D.Longitudinal : Radial : Tangential ≈ 5 : 1 : 10 (radial shrinkage is negligible compared to longitudinal and tangential)

Explanation: Wood exhibits pronounced anisotropic shrinkage and swelling (anisotropes Schwind- und Quellverhalten). Longitudinal shrinkage along the grain (axial / in Faserrichtung) is minimal (~0.1% to 0.3%). Radial shrinkage perpendicular to growth rings (quer zur Faser, radial) is approximately 3% to 5%, while tangential shrinkage along the growth rings (quer zur Faser, tangential) is roughly double the radial shrinkage at 6% to 10%, giving an approximate ratio of 1 : 10 : 17 to 1 : 15 : 30.

3What is the definition of the fiber saturation point (Fasersättigungsbereich - FSB) in wood technology, and at what approximate wood moisture content (u) does it typically occur in European timber?

A.The moisture level at which wood catches fire spontaneously during kiln drying; occurring at 100% moisture content.

B.The point where all cell lumens are filled with free water while cell walls are completely oven-dry; occurring at 15% moisture content.

C.The state where cell cavities (Zellhohlräume) contain no free liquid water, but cell walls (Zellwände) are fully saturated with bound water; occurring at approximately 28% to 32% moisture content.

D.The absolute dry state achieved after heating timber in a drying oven at 103°C; occurring at 0% moisture content.

Explanation: The fiber saturation point (Fasersättigungsbereich / Fasersättigungspunkt, FSB) represents the boundary condition in wood where all free water (Freies Wasser / Kapillarwasser) has evaporated from the cell cavities (Zelllumina), while the cell walls remain completely saturated with bound hygroscopic water (Gebundenes Wasser). For Central European wood species, the FSB lies between 28% and 32% wood moisture content (u). Wood shrinkage (Schwinden) and swelling (Quellen) occur exclusively below this moisture threshold.

4According to ÖNORM B 3000 and Austrian joinery standards (ÖNORM B 2217), what is the required target wood equilibrium moisture content (Holzgleichgewichtsfeuchte u_gl) for solid timber used in indoor furniture and interior fittings in continuously heated living spaces with central heating (Innenbereich mit Ganzjahresbeheizung)?

A.15% ± 3% (permissible range 12% to 18%)

B.20% ± 2% (permissible range 18% to 22%)

C.2% ± 1% (permissible range 1% to 3%)

D.8% ± 2% (permissible range 6% to 10%)

Explanation: In standard indoor environments in Austria (approx. 20°C room temperature and 40% to 50% relative humidity during the winter heating period), the wood equilibrium moisture content stabilizes at approximately 7% to 9%. ÖNORM B 3000 and ÖNORM B 2217 mandate a target moisture content of 8% ± 2% (range 6% to 10%) for solid wood furniture, cabinetry, and interior millwork to prevent severe shrinkage cracking and joint separation during winter heating.

5European Oak (Quercus robur / Quercus petraea) is rated as Durable (Dauerhaftigkeitsklasse 2 per EN 350), whereas European Beech (Fagus sylvatica) is rated as Non-Durable (Dauerhaftigkeitsklasse 5). What anatomical and biochemical factors account for this marked difference in natural decay resistance?

A.Oak forms obligate heartwood containing protective polyphenols (ellagitannins) and vessel-blocking tyloses (Thyllen), whereas Beech is a facultative heartwood tree (Reifholz/Farbkern) with open vessels and low fungicidal extractive content.

B.Beech contains high concentrations of natural resins that attract wood-boring beetles, whereas Oak lacks any parenchymal carbohydrates.

C.Oak heartwood cells undergo complete silicification (Verkieselung), creating a stone-like physical barrier against basidiomycete hyphae.

D.Beech undergoes early sapwood dehydration which prevents the formation of wood rays, whereas Oak possesses uniseriate rays only.

Explanation: European Oak is a true heartwood tree (echter Kernholzbaum). During heartwood formation, living parenchyma cells deposit toxic and protective extractives (polyphenols, ellagitannins / Gerbstoffe) into the cell walls, and tyloses (Thyllen / balloon-like cellular ingrowths) permanently occlude the vessel lumens (Tracheen), preventing fungal hyphae and water from spreading. European Beech is a ripewood/color-heart tree (Reifholzbaum / fakultativer Farbkern) whose vessels remain permeable and whose extractives provide virtually no fungicidal protection (Class 5 - non-durable).

6Reaction wood (Reaktionsholz) is formed by trees in response to mechanical wind stress or leaning stems. How do softwoods and hardwoods differ regarding the type and location of reaction wood formation?

A.Softwoods form tension wood (Zugholz) on the underside of branches, while hardwoods form compression wood (Druckholz) on the topside.

B.Softwoods form compression wood (Druckholz / Rotholz) on the lower (underside) of leaning stems, while hardwoods form tension wood (Zugholz) on the upper (topside) of leaning stems.

C.Both softwoods and hardwoods exclusively form compression wood on the windward side of the trunk.

D.Reaction wood occurs only in softwoods, whereas broadleaf hardwoods adjust stem orientation through root pressure.

Explanation: In gymnosperms (softwoods), reaction wood develops under compressive stress on the underside (compression side) of leaning stems/branches and is termed compression wood (Druckholz or Rotholz). It has rounded, thick-walled tracheids with high lignin content and high longitudinal shrinkage. In angiosperms (hardwoods), reaction wood develops under tensile stress on the upper side (topside) and is termed tension wood (Zugholz). It features a cellulose-rich, gelatinous inner layer (G-Schicht) that causes fuzzy surfaces (wollige Oberfläche) upon machining and severe warping.

7During aggressive industrial kiln drying (Kammertrocknung) of thick solid timber boards, what drying defect occurs when the outer surface zones dry below the fiber saturation point and set under tension, while the moist inner core later shrinks against the rigid outer shell?

A.Brown rot (Braunfäule) caused by thermal activation of basidiomycete spores.

B.Chemical sap stain (Gelbbrenne) caused by oxidation of pinosylvin crystals.

C.Casehardening (Verschalung), leading to severe internal honeycomb checks (Innenrisse) and warp upon resawing.

D.Excessive wet-pocket collapse (Nasskerne) restricted strictly to the outer sapwood boundary.

Explanation: Casehardening (Verschalung) occurs when a steep moisture gradient is created by drying the surface zones too rapidly. The outer shell dries below fiber saturation and attempts to shrink, but is restrained by the wet, non-shrinking core, putting the shell in tension and the core in compression. When the core finally dries and attempts to shrink, it is restrained by the hardened, set shell, reversing the stresses: the core goes into severe tension. This tension causes internal structural failures known as honeycomb checks (Innenrisse) and severe cupping/pinching during longitudinal rip cuts.

8How can European Larch (Larix decidua) timber be visually and macroscopically distinguished from Norway Spruce (Picea abies)?

A.Spruce displays dark reddish-brown heartwood with wide pore rings, whereas Larch is completely white with diffuse vessels.

B.Larch has prominent broad medullary rays (Spiegel) visible to the naked eye, whereas Spruce has no ray tissue.

C.Larch timber is completely odorless and contains no resin ducts, whereas Spruce exudes intense benzoin scents.

D.Larch possesses a clearly delineated reddish-brown to dark reddish heartwood distinct from its narrow yellowish sapwood, distinct annual rings, and distinct resin canals, whereas Spruce has a uniform yellowish-white color without distinct heartwood differentiation.

Explanation: European Larch (Europäische Lärche) is an obligate heartwood conifer featuring a pronounced contrast between its narrow light yellowish sapwood (Splintholz) and its dark reddish-brown, resin-rich heartwood (Kernholz), with sharp latewood transitions and visible resin ducts. In contrast, Norway Spruce (Gemeine Fichte) is a ripewood tree (Reifholzbaum) whose heartwood exhibits no significant color difference from the sapwood, appearing uniformly creamy yellowish-white throughout.

9What is the standardized procedure and mathematical formula for determining wood moisture content using the oven-dry reference method (Darr-Methode) in accordance with EN 13183-1?

A.Weigh wet sample mass (m_u), dry in an oven at 103°C ± 2°C until mass constancy (m_0), then calculate: u = [(m_u - m_0) / m_0] × 100%

B.Weigh wet sample mass (m_u), dry at 200°C for 30 minutes, then calculate: u = [m_0 / m_u] × 100%

C.Measure electrical resistance between two electrode pins inserted 5 mm deep, without any oven drying.

D.Submerge sample in boiling water for 2 hours, record displaced volume, and calculate density ratio.

Explanation: The oven-dry method (Darr-Methode per EN 13183-1) is the binding reference standard for wood moisture content determination. A test specimen is weighed in its moist initial state (m_u), dried in a ventilated oven at a standardized temperature of 103°C ± 2°C until two successive weighings at an interval of 2 hours show no change in weight (mass constancy m_0, Darrgewicht). The moisture content (u in %) is calculated based on the dry mass: u = ((m_u - m_0) / m_0) * 100%.

10When flat-sawn solid timber boards (Fladerschnitt / tangentialer Einschnitt) undergo drying shrinkage, what characteristic distortion occurs, and what is the underlying anatomical reason?

A.The board cups toward the pith (die rechte Seite wird hohl) because radial shrinkage exceeds tangential shrinkage by a factor of three.

B.The board cups away from the heart side toward the bark side (die linke Seite wird hohl, die rechte Seite wird rund/bauchig) because tangential shrinkage along the outer growth rings is greater than radial shrinkage near the core.

C.The board experiences axial twisting exclusively, while the cross-section remains perfectly planar.

D.The board expands tangentially while shrinking longitudinally, creating an S-shaped sinusoidal curvature.

Explanation: In a flat-sawn board (Fladerbrett / Tangentialschnitt), the bark side (linke Seite) consists of tangential grain, while the heart side facing the pith (rechte Seite / Kernseite) consists of more radial grain. Because tangential shrinkage (6-10%) is roughly twice as high as radial shrinkage (3-5%), the annual rings attempt to flatten out during drying. Consequently, the outer bark side shrinks more in width than the inner heart side, causing the bark side to become concave/hollow (hohl) and the heart side to become convex/rounded (bauchig / rund). In joinery terms: 'Das Holz schüsselt, die Jahresringe wollen sich strecken.'

About the Meisterprüfung Tischler Exam

The Austrian Meisterprüfung Tischler is the premier state-recognized master craftsman qualification for cabinetmakers and joiners in Austria, classified at Level 6 of the National Qualifications Framework (NQR 6 — equivalent to a Bachelor's degree level). Administered by the Meisterprüfungsstellen of the Austrian Economic Chambers (WKO) under the Trade Regulation Act (Gewerbeordnung 1994 — GewO 1994 § 94 Z 71), the examination certifies the highest tier of technical mastery, design excellence, manufacturing technology, enterprise management, and legal compliance. The comprehensive examination comprises five distinct modules: Module 1 (Fachlich-praktische Prüfung: Masterpiece / Meisterstück design and situational execution), Module 2 (Fachlich-theoretische Prüfung: technology, technical drafting/CAD, and costing), Module 3 (Fachlich-mündliche Prüfung: oral defense and standards examination), Module 4 (Ausbilderprüfung: apprentice trainer certification), and Module 5 (Unternehmerprüfung: business administration, tax, and labor law). Note: This practice question bank is an English-language multiple-choice study adaptation designed to prepare candidates for the comprehensive technological, standard, and management dimensions of the Austrian Meisterprüfung, while preserving authentic Austrian and European statutory references, ÖNORM standards, and German technical trade terminology.

Assessment

Question count varies by module

Time Limit

Varies by module

Passing Score

Austrian school scale (1-5; at least 4 Genügend on all subjects)

Exam Fee

€0 EUR (Free for 1st & 2nd attempt since 1 Jan 2024) (Wirtschaftskammer Österreich (WKO) — Meisterprüfungsstellen / Bundesinnung der Tischler und Holzgestalter)

Meisterprüfung Tischler Exam Content Outline

15%

Wood Science & Solid Timber Properties (Holzkunde & Massivholz)

Botanical and anatomical differences between hardwoods (oak, beech, ash, walnut) and softwoods (spruce, larch, pine); microscopic wood structure (vessels, tracheids, parenchyma, rays); anisotropic shrinkage and swelling in longitudinal, radial, and tangential grain directions; fiber saturation point (Fasersättigungsbereich ~28-32%); wood equilibrium moisture content (Holzgleichgewichtsfeuchte u_gl per ÖNORM B 3000 / ÖNORM B 2217); timber drying principles (air drying vs kiln drying, drying schedules, casehardening/Verschalung, conditioning); natural durability classes (EN 350); and natural wood defects (reaction wood, compression wood, tension wood, ring shakes, fungal decay, and blue stain).

14%

Wood-Based Materials & Veneers (Holzwerkstoffe & Furniere)

Classification and properties of engineered wood panels: particleboard (Spanplatten P1 to P7 per ÖNORM EN 312), MDF/HDF (medium- and high-density fiberboard per EN 622), plywood and veneer plywood (Furniersperrholz, bonding classes per EN 314-2), blockboard and laminboard (Stab- und Stäbchenplatte ST/STAE per DIN 68705 / EN 636), compact laminates and high-pressure decorative laminates (HPL per EN 438), oriented strand board (OSB/1 to OSB/4 per EN 300); formaldehyde emission classes (E1, E0.5, CARB 2); veneer production techniques (sliced / Messerfurnier, rotary peeled / Schälfurnier, sawn / Sägefurnier); veneer matching patterns (book match / gespiegelt, slip match / geschoben, diamond match); and counterbalancing (Gegenzug).

16%

Joinery Techniques & Modern Cabinet Hardware (Verbindungstechnik & Beschläge)

Solid timber frame joints (mortise and tenon / Schlitz und Zapfen, bridle joint, corner doweling, Domino / Lamello systems); solid wood carcass joints (through and half-blind dovetails / offene und halbverdeckte Schwalbenschwanzzinkung, sliding dovetails / Gratverbindungen, tongue and groove); modern 32 mm system cabinet construction (System 32); concealed cup hinges (Topfbänder: crank offsets 0/9/18 mm for overlay, twin, and inset doors; drilling geometry); concealed drawer slide systems (undermount full extension / Unterflur-Vollauszug, dynamic load capacities, soft-close Blumotion / push-to-open); knock-down connectors (eccentric cam connectors / Minifix, Clamex P-14 P-System); sliding door fittings (top-hung vs bottom-running); and concealed shelf supports (Tablarträger).

15%

Surface Finishing, Coatings & Sanding (Oberflächentechnik, Lacke & Öle)

Substrate preparation and sanding grit sequence (Kornfolge P80 to P320, wood fiber de-nibbing / Wässern, cross-sanding avoidance); wood staining chemistry and methods (water stains, solvent stains, positive stains on softwoods, chemical fuming / Räuchern of oak tannins); two-component polyurethane lacquers (2K PUR-Lacke: polyols, isocyanate hardeners, pot life, crosslinking, moisture reaction defects/micro-pinholing); waterborne coatings (Hydro-Lacke: acrylic-PUR dispersions, minimum film forming temperature MFFT, grain raising, anti-bleed barrier primers); natural surface treatments (drying oils, boiled linseed oil, hard wax oils, oxypolymerization, spontaneous combustion prevention / Selbstentzündungsgefahr); spraying technologies (pneumatic, Airless, Airmix/Aircoat, HVLP, DIN 4 mm flow cup viscosity); and intermediate lacquer sanding (Lackzwischenschliff).

16%

Furniture Design, Interior Fit-Out & Architectural Millwork (Möbelbau, Innenausbau & Türen/Fenster)

Ergonomics and anthropometrics in custom furniture (kitchen working triangle, optimal countertop heights 860-950 mm, plinth ergonomics, wardrobe hanging heights); cabinet structural stiffness and shelf deflection limits (L/200 per DIN 68874 / EN 14072); interior door systems and timber frame types per ÖNORM B 5335 (Futterzarge, Blockzarge, Eckzarge, rebated vs flush doors, 3D concealed hinges, acoustic and perimeter seals); fire door assemblies EI30 / EI2 30-C (ÖNORM EN 16034 / EN 13501-2: integrity E, thermal insulation I, self-closing C, intumescent seals); room acoustics (micro-perforated acoustic timber paneling, Helmholtz resonators, sound absorption coefficient alpha_w per EN ISO 11654); and window construction per ÖNORM B 5300 & ÖNORM EN 14351-1 (profile depths IV 68/78/90, thermal transmittance Uw/Ug/Uf per EN ISO 10077, 3-barrier RAL sealing principle: innen dichter als außen).

12%

Woodworking Machinery, CNC & Workplace Safety (Maschinen, CNC & Arbeitssicherheit ASchG)

Stationary woodworking machine operation and safety regulations (ArbeitnehmerInnenschutzgesetz ASchG, AUVA regulations, CE/EN standards): table saw (Formatkreissäge: riving knife / Spaltkeil dimensions, rip fence alignment, push stick / Schiebestock usage for widths < 120 mm); spindle shaper (Tischfräse: strict prohibition of climb cutting / Gleichlauffräsen during manual feed, MAN vs MEC cutter marking per EN 847-1, cutting speed calculation v_c = pi*d*n); surface planer and thicknesser (cutterhead guards / Brückenschutz, anti-kickback fingers); CNC machining centers (3-, 4-, and 5-axis simultaneous kinematics, vacuum clamping pods, G-code basics G00/G01/G02/G03, safety zones/light barriers); dust extraction systems (minimum duct transport velocity v >= 20 m/s, TRGS 553, ATEX explosion protection); and hazardous hardwood dust exposure rules (carcinogenic oak/beech dust, KMR substances, H3 residual dust limit < 0.1 mg/m3 per GKV).

12%

Cost Accounting, Pricing & Contract Standards (Kalkulation & ÖNORM B 2217)

Cost accounting and pricing methodologies for joinery enterprises: direct costs (Fertigungsmaterial, Fertigungslohn) vs overhead costs (Materialgemeinkosten MGK, Fertigungsgemeinkosten FGK, Verwaltung/Vertrieb VwGK/VtGK); progressive surcharge calculation (Zuschlagskalkulation: Herstellkosten, Selbstkosten, target profit margin, cash discount / Skonto, customer rebate); machine hourly rate calculation (Maschinenstundensatz MStS: depreciation / kalkulatorische AfA, imputed interest, floor space, energy, tooling/maintenance); ÖNORM B 2217 (Bautischlerarbeiten — Werkvertragsnorm: standard included services / Nebenleistungen vs billable special services / Besondere Leistungen, measurement rules / Ausmaßregeln, on-site storage climate conditions); Austrian contract and warranty law (ABGB § 922 ff / VGG / GRUG: 2-year movable vs 3-year immovable warranty periods, burden of proof reversal); and contractor duty to inspect and warn (Prüf- und Warnpflicht per § 1168a ABGB).

How to Pass the Meisterprüfung Tischler Exam

What You Need to Know

Passing score: Austrian school scale (1-5; at least 4 Genügend on all subjects)
Assessment: Question count varies by module
Time limit: Varies by module
Exam fee: €0 EUR (Free for 1st & 2nd attempt since 1 Jan 2024)

Keys to Passing

Work through all 100 available questions
Review every answer and explanation
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Meisterprüfung Tischler Study Tips from Top Performers

1Master the wood science fundamentals: understand anisotropic shrinkage ratios (longitudinal:radial:tangential ~ 1:10:17), fiber saturation (~28-32%), and equilibrium moisture content calculations (u_gl) for different indoor and outdoor climatic zones per ÖNORM B 3000 / B 2217.

2Thoroughly memorize ÖNORM B 2217 rules, clearly distinguishing between standard included services (Nebenleistungen) and billable special services (Besondere Leistungen) for on-site architectural millwork.

3Understand 2K PUR and waterborne coating chemistry, pot life limitations, sanding grit sequences (P80-P320), and strict safety protocols for handling self-igniting oil-soaked rags.

4Practice multi-step progressive surcharge cost calculations (Zuschlagskalkulation), including material overheads (MGKZ), labor overheads (FGKZ), administrative overheads, and machine hourly rates (Maschinenstundensatz).

5Be fluent in stationary machinery safety rules under the Austrian ASchG and AUVA, specifically riving knife geometry on format table saws, climb-milling prohibitions on spindle shapers, and carcinogenic oak/beech dust extraction standards (H3 < 0.1 mg/m3).

6Review door and window engineering standards, including EI30 fire-rated door assemblies (ÖNORM EN 16034) and RAL 3-barrier installation physics ('innen dichter als außen').

Frequently Asked Questions

What is the Austrian Tischler Meisterprüfung and what qualification level does it convey?

The Tischler Meisterprüfung is the official state master craftsman examination for cabinetmakers and joiners in Austria, administered by the WKO Meisterprüfungsstellen pursuant to the Austrian Trade Regulation Act (Gewerbeordnung 1994 — GewO 1994 § 94 Z 71). It is formally mapped to Level 6 of the National Qualifications Framework (NQR Level 6), placing it on the same educational level as a Bachelor's degree and entitling the holder to the official title 'Meisterin' or 'Meister'.

How much does it cost to take the Tischler Meisterprüfung in Austria?

Since January 1, 2024 (1. Jänner 2024), examination fees for all master and competence examinations (Meister- und Befähigungsprüfungen) in Austria are 100% funded by the federal government for the first and second examination attempts (Erst- und Zweitantritt kostenlos). Candidates do not pay test fees to the WKO for these attempts.

How is the Austrian Meisterprüfung structured across modules?

The examination is divided into 5 independent modules: Module 1 (Project-oriented practical exam: design, planning, and fabrication of an original Masterpiece / Meisterstück and a timed situational task); Module 2 (Theoretical written exam: technology, drafting, and costing); Module 3 (Oral trade exam); Module 4 (Apprentice trainer exam / Ausbilderprüfung); and Module 5 (Entrepreneurial exam / Unternehmerprüfung). Modules can be completed independently in any order.

What grading system and passing score are used?

Examinations are graded according to the traditional Austrian school grading scale from 1 (Sehr gut — Excellent) to 5 (Nicht genügend — Unsatisfactory). To pass a module, a candidate must achieve at least grade 4 (Genügend — Satisfactory) in every examined subject area.

What key Austrian standards (ÖNORMEN) are essential for the exam?

Key standards include ÖNORM B 2217 (Bautischlerarbeiten — Werkvertragsnorm), ÖNORM B 5335 (Innentüren — Einbau und Montage), ÖNORM B 5300 / ÖNORM EN 14351-1 (Fenster und Außentüren), ÖNORM B 3000 series (Holzfußböden & Holzqualität), ÖNORM EN 16034 / EN 13501-2 (Brandschutztüren EI30), and ÖNORM EN 312 / EN 622 / EN 438 (Holzwerkstoffe).

Is this OpenExamPrep question bank in German or English?

This practice bank is an English-language multiple-choice study adaptation designed to test the full theoretical, technical, statutory, and standards scope of the Austrian Tischler Meisterprüfung, while preserving authentic German technical terms, statutory citations (GewO 1994, ABGB, ASchG), and ÖNORM standards.