BEM PCE Civil & Structural study materials
BEM PCE Civil & Structural study resources

BEM PCE Civil & Structural: Civil Engineering - BEM PCE Civil & Structural

BEM PCE Civil & Structural · Work through your exam, one topic at a time.

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Civil Engineering - BEM PCE Civil & Structural

Civil Engineering is one of the two domains tested in the BEM Professional Competency Examination (PCE) for Civil & Structural candidates. It assesses your ability to apply Malaysian practice to infrastructure works: site investigation and earthworks, stormwater drainage, road geometry and traffic, water supply, and environmental controls. Answers are marked on code-correct method, units, and buildability, not on lengthy description.

Core rules and concepts

  • Design stormwater using MSMA (Manual Saliran Mesra Alam): the rational method Q = C i A / 360 applies to small catchments, with i in mm/h and A in hectares; check time of concentration and the design ARI.
  • Provide minor and major drainage systems; maintain freeboard, outlet control, and silt traps; obtain discharge permission before connecting to a public drain.
  • Earthworks: balance cut and fill, specify compaction (commonly 95% MDD for embankments), and verify bearing capacity through site investigation.
  • Road design follows JKR geometric standards: horizontal and vertical curves, sight distance, superelevation, and pavement thickness based on traffic loading.
  • Environmental controls include an erosion and sediment control plan (ESCP), silt fences, and detention/OSD where required by the local authority.

Worked example

A 12 ha catchment has C = 0.55 and 10-year intensity i = 180 mm/h. Q = 0.55 × 180 × 12 / 360 = 3.3 m³/s. If the proposed drain capacity is 3.0 m³/s, it fails; increase the section, reduce C through attenuation, or provide OSD. State the equation, units, and the decision.

Traps that cost marks

  • Using i in mm/h with A in m²; the 360 constant only works with hectares.
  • Ignoring time of concentration and applying peak intensity to the whole catchment.
  • Designing only the minor system and omitting the major overland flow path.
  • Quoting a compaction figure without linking it to the specification and testing frequency.