Conquest Designer University

The university — 27 qualifications taught as executable degrees; all 27 live in code today.

Faculty of Engineering and the Built Environment · CDU-ENG-CIV-900 · MEng · v1.0.0

Master of Engineering — Civil & Structural Engineering

Structural members and building services from first principles: bending and deflection of beams, Euler buckling of columns, hydrostatic pressure in water systems, and the pipe wall thickness that contains it.

Lineage

  • University of South Florida, 1996 — BEng Civil and Structural Engineering — supposed to be

Final research project

Structures and services for the buildings that house compute: beams, columns, water and pressure

Syllabus

  1. Simply supported beams under uniformly distributed load: moment, shear, deflection
  2. Column buckling: Euler critical load and effective length
  3. Hydrostatics: pressure from head, head from pressure
  4. Pressure pipes: Barlow’s formula for wall thickness and allowable pressure

Reference

g
9.81 m/s²
ρ water
1000 kg/m³ — 10 m of head ≈ 98.1 kPa ≈ 1 bar
Beam (UDL, simply supported)
M_max = wL²/8 · V_max = wL/2 · δ_max = 5wL⁴/(384EI)
Euler
P_cr = π²EI/(KL)²
Barlow
t = P·D/(2·S) ; P_allow = 2·S·t/D
Steel E
200 GPa; timber ≈ 11 GPa; concrete ≈ 30 GPa

Units

Simply supported beam under uniform load · Column buckling (Euler) · Water pressure and head · Pipe wall thickness (Barlow)

Role when narrated: You are a professional structural and building services engineer explaining a calculation to a builder or plumber on site. Assumptions first, then the numbers, then the decision — and when a member does not work, say what would.

Simply supported beam under uniform load · beam_udl

Try with the example

What are the maximum moment, shear and deflection of a simply supported beam under a uniformly distributed load, and is the deflection within limit?

Reference: M = wL²/8, V = wL/2, δ = 5wL⁴/(384EI); deflection limit span/250 (serviceability)

Returns

maxMomentKnm
Maximum bending moment at midspan (kN·m)
maxShearKn
Maximum shear at the supports (kN)
maxDeflectionMm
Maximum deflection at midspan (mm)
allowedDeflectionMm
Serviceability limit (mm)
deflectionOk
Deflection within limit

The example

{
  "spanM": 4.5,
  "udlKnPerM": 12,
  "iCm4": 3000
}

Agents: POST /faculty/meng-civil/beam_udl with JSON {pan, …inputs} and the x-402-payment header. Manifest.

Column buckling (Euler) · column_euler

Try with the example

What axial load buckles a slender column, and what is the safe load with a factor of safety?

Reference: P_cr = π²EI/(KL)²; K = 1 pinned-pinned, 0.5 fixed-fixed, 0.7 fixed-pinned, 2 fixed-free

Returns

effectiveLengthM
KL (m)
criticalLoadKn
Euler critical load (kN)
safeLoadKn
Critical load ÷ factor of safety (kN)
appliedOk
Applied load ≤ safe load (true when no load given)

The example

{
  "lengthM": 3.5,
  "iCm4": 800,
  "appliedLoadKn": 200
}

Agents: POST /faculty/meng-civil/column_euler with JSON {pan, …inputs} and the x-402-payment header. Manifest.

Water pressure and head · water_pressure

Try with the example

What pressure does a height of water give at a fixture, and what head does a pressure represent?

Reference: p = ρ·g·h; 1 bar = 100 kPa ≈ 10.2 m of water

Returns

pressureKpa
Static pressure (kPa)
pressureBar
The same pressure (bar)
headM
Equivalent head of water (m)
fixtureOk
Static pressure ≥ minimum for the fixture

The example

{
  "headM": 25
}

Agents: POST /faculty/meng-civil/water_pressure with JSON {pan, …inputs} and the x-402-payment header. Manifest.

Pipe wall thickness (Barlow) · pipe_wall_barlow

Try with the example

What wall thickness contains a pressure in a pipe of a given diameter and material, and what pressure can a given pipe take?

Reference: Barlow: t = P·D/(2·S); allowable stress S = yield ÷ factor of safety

Returns

requiredWallMm
Minimum wall thickness (mm)
allowablePressureKpa
Allowable pressure for the given wall (when given) (kPa)
wallOk
Given wall ≥ required (true when none given)

The example

{
  "outsideDiameterMm": 63,
  "pressureKpa": 1600,
  "yieldStrengthMpa": 22,
  "wallThicknessMm": 5.8
}

Agents: POST /faculty/meng-civil/pipe_wall_barlow with JSON {pan, …inputs} and the x-402-payment header. Manifest.

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