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Johnson Parabolic Formula (Intermediate Columns)
The current ledger marks this instrument verified clean within the source-bound verification corpus.
Inspectable records
Ledger state
The current ledger marks this instrument verified clean within the source-bound verification corpus.
- Area
- Mechanical, Civil & Structural Engineering — Statics/Dynamics, Strength of Materials, Machine Design, Civil, HVAC, Vibration
- Tranche
- tranche-4
- Evidence ID
- t4-118
- Ledger rows
- 1
No ledger note is attached.
Review findings
The formula itself is the standard Johnson parabolic column formula, but the specification needs to define Cc=√(2π²E/σy), state the equality convention, and provide the Euler comparison/regime-selection rule before the instrument can be verified as complete.
Formula and scope findings
- The stated Johnson formula is standard: σcr=σy−[σy²/(4π²E)](KL/r)², equivalently σcr=σy[1−σy(KL/r)²/(4π²E)].
- The critical slenderness ratio is not defined. The standard Johnson-to-Euler transition value is Cc=√(2π²E/σy).
- The output 'applicable range check vs Euler' is ambiguous because no Euler formula, comparison rule, or boundary convention is specified.
- The condition is written as KL/r < critical slenderness ratio, but the specification does not state whether equality at Cc is accepted; at equality, Johnson and Euler give the same stress.
Unit assumptions
- σy and E must use the same stress units, such as both MPa or both ksi.
- KL/r is dimensionless; K is the effective-length factor and L and r must use the same length units before forming the ratio.
- The standard transition ratio is Cc=√(2π²E/σy), requiring positive, consistently dimensioned E and σy.
- The formula assumes the usual idealized column conditions for Johnson buckling: straight prismatic member, centrally applied axial load, specified effective-length factor, and material properties appropriate to the selected material.
Boundary hardening
BREAK_CLAIMED · SELF_FLAGGED
The zero-modulus input makes the Johnson expression and critical slenderness ratio undefined through division by zero. The instrument should explicitly reject E = 0 rather than return a numeric critical stress.
Errata and corrections
No applied erratum is attached to this unique-name record.
Inspectable example
4 review vectors are recorded. One source-bound sample is shown below.
{
"inputs": {
"yield_strength": {
"value": 250,
"unit": "MPa"
},
"elastic_modulus": {
"value": 200000,
"unit": "MPa"
},
"slenderness_ratio_KL_over_r": 0
},
"expected_outputs": {
"critical_stress": {
"value": 250,
"unit": "MPa"
},
"critical_slenderness_ratio": 125.663706,
"applicable_to_strict_less_than_range": true
},
"working": "Cc=√(2π²E/σy)=√(2π²×200000/250)=√(1600π²)=40π=125.663706. σcr=σy−[σy²/(4π²E)](KL/r)²=250−[250²/(4π²×200000)]×0²=250−0=250 MPa. Since 0<125.663706, the Johnson range check is true."
}Related workflows
Sources and evidence
These pointers bind the page to evidence. They do not grant authority or collapse verification into deployment.
VERIFIED_LEDGER.json · VERIFIED_CLEANevidence-tranche4/tranche4-results.jsonBOUNDARY_HAZARD_CATALOG.json