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Week 2 of 12 — Phase I, Define

Bread Is a Beam

How does the outer layer bear, distribute and recover from load?

Commencing1 March 2027ArtefactCompression Record

Test station 02

The apparatus.

Horizontal compression benchAdvance the load. Watch where the behaviour changes, not how far it bends.
4 mm1 NSupportSupportDatum — unloaded lineRecovery trace — where it returned to
Reading 01 — Load step 1Deflection 4 mm. The layer returns to its original line when unloaded — elastic.
11 mm2 NSupportSupportDatum — unloaded lineRecovery trace — where it returned to
Reading 02 — Load step 2Deflection 11 mm. Still recovering, but the recovery is no longer complete.
Hinge formed19 mm4 NSupportSupportDatum — unloaded lineRecovery trace — where it returned to
Reading 03 — Load step 3Deflection 19 mm and a hinge at mid-span. The layer does not return — plastic. Record this step, not the deflection.

This week

Structural question — how does the outer layer bear, distribute and recover from load?

Held at one end, an outer layer behaves like a beam: it spans, it deflects, and past some point it stops coming back. This week measures that.

The outer layer as structure

A beam under load carries compression along its upper surface and tension along its lower one, and fails when either exceeds what the material can bear. An outer layer is a poor beam — inconsistent, porous, and changing by the minute — but it fails in the same recognisable order: deflection first, then a hinge at the point of greatest bending, then separation.

The useful distinction is between elastic behaviour, where the layer returns to its original geometry once the load is removed, and plastic behaviour, where it does not. Structures are usually designed to stay in the first regime. Lunch routinely does not.

Investigation

On the horizontal compression bench, support a specimen at both ends and load it at the centre. Record deflection at three load steps, then remove the load and record what returns. Repeat with the span shortened.

The comparison to make is not “which specimen is stronger” but at which load step the behaviour changed, and whether shortening the span moved it.

Failure condition

The layer forms a permanent hinge and does not recover its original geometry when unloaded. Record the load step at which this first occurred, not merely that it occurred.

What leaves the session

A Compression Record: a labelled specimen, the span and support positions, three load steps with deflection, and a statement of what recovered and what did not. Note any measurement you are unsure of — an uncertain reading recorded as uncertain is evidence; an uncertain reading recorded as fact is not.

Where this week's evidence goes

Observe — 15%

Sandwich Field Log

Record four specimens, separating what was observed from what was inferred.

Due 12 March 2027, end of Week 3

The Compression Record this week produces is evidence for that submission. The recording sheet for it, and the standard it is judged against, are in the Field Manual.

Any activity here can be completed with a physical specimen, a non-food analogue, or the supplied evidence pack — see policies and participation.

Week navigation

SLOP2895 / week 02 / compression record