Saxony-Anhalt Abitur Engineering Sciences - independent engineering foundations study materials
Saxony-Anhalt Abitur Engineering Sciences - independent engineering foundations study resources

Saxony-Anhalt Abitur Engineering Sciences - independent engineering foundations cheat sheet

Saxony-Anhalt Abitur Engineering Sciences - independent engineering foundations · Keep the key ideas within reach.

Quick reference

Materials, testing and selection

  • Engineering stress σ = F/S₀ uses original area; E = σ/ε applies to the linear elastic region. Engineering stress itself is not confined to that region.

  • Toughness = whole curve area; resilience = elastic area

  • Hardness is not fundamental but correlates with strength

  • Grain refinement commonly increases yield strength in conventional metallic microstructures, subject to material and scale limits.

  • Selection needs specific indices (σ/ρ, E/ρ) plus cost and durability

Quick reference

Statics, strength and mechanical transmission

  • In an ideal planar model: pin has two force components, roller one normal reaction, fixed support two force components and a moment.

  • I = b·h³/12, W = b·h²/6 for a rectangle

  • Simply supported beam, central load: M_max = F·L/4

  • Euler: P_cr = π²EI/L_k², with L_k depending on the end conditions

  • Planar DOF: G = 3(n−1) − 2j₁ − j₂

  • For the defined ideal lossless gear pair, speed and torque-magnitude ratios are inverse; losses reduce actual output torque.

Quick reference

Electrical circuits, machines and digital logic

  • For a sinusoid V_rms = V_peak/√2; the stated impedance magnitude is for a series RLC model.

  • Q_C = P(tan φ₁ − tan φ₂) for power-factor correction

  • Transformer: V₁/V₂ = N₁/N₂ = I₂/I₁

  • Induction motor: n = (1 − s)·60f/p

  • Thévenin voltage is open-circuit voltage; deactivate independent sources to obtain resistance while preserving dependent-source behavior.

  • Karnaugh: give the minimum sum of products

Quick reference

Measurement, feedback, PLC and automation

  • Sensitivity = Δoutput/Δinput; resolution = smallest detectable change

  • Closed-loop error compares reference and measurement; integral action can remove appropriate steady-state error only under suitable stability and operating assumptions.

  • PLC scan: read inputs → run program → update outputs

  • 4–20 mA live zero: (I − 4)/16 of the span

  • Repeatability ≠ accuracy, resolution ≠ sensitivity

  • Robot DOF come from its joints; workspace is the reachable volume

Quick reference

Manufacturing, machining models and metrology

  • v_c = π·D·n/1000, with D in mm and n in rpm

  • Machining time t = L/(f·n)

  • Forming conserves mass and produces no chips

  • Cpk compares both specification distances with three estimated process standard deviations; acceptance requires a stated criterion and a stable suitable model.

  • Instrument resolution and accuracy depend on the specified device and calibration; they are not fixed by instrument name alone.

  • Tolerance is a range; fit is the relationship between two tolerances

Quick reference

Energy, thermal machines and environmental assessment

  • 1 kWh = 3.6 MJ; 1 tep ≈ 41.86 GJ

  • Conversion efficiency must use a consistent useful output and input; it differs from a heat pump coefficient of performance, which can exceed one.

  • Carnot heat-engine efficiency is1−T_cold/T_hot using kelvin and the stated hot/cold reservoirs.

  • Hydro: P = η·ρ·g·Q·H

  • Wind power grows with v³; Betz limit C_p = 0.593

  • Sustainability is assessed per kWh: CO₂, life cycle, energy mix

Quick reference

Building systems, load paths, heat and moisture

  • R=d/λ uses thickness in metres; total resistance includes the model’s surfaces and layers.

  • U=1/R_total is a steady-state element model, not the complete building energy demand.

  • Permanent, occupancy, wind and snow actions require the stated design framework.

  • Moisture, airtightness and intended ventilation must be considered together.

  • Example tie spacing is supplied data, not a code rule.

Quick reference

Timber and concrete construction foundations

  • Timber is anisotropic and requires specified grade, moisture and connection assumptions.

  • Slump describes a fresh-concrete consistency test, not a direct hardened-strength certification.

  • Reinforcement position and anchorage must follow the actual design.

  • Temporary works and intermediate construction stages need their own stability assessment.

  • No cover, lap, mix or stripping limit is invented from a foreign standard.

Quick reference

Engineering models, drawings, evidence and project decisions

  • State the system boundary and assumptions before calculation.

  • Units, sign conventions and uncertainty are part of the answer.

  • Verification against a specification differs from validation for an intended use.

  • Drawings need a declared convention and controlled revision.

  • Classroom models do not authorize physical operation or structural approval.