Classifying structures — by origin and by form
A structure carries a load and holds its shape. Classify it two ways. By ORIGIN: natural (tree trunk, eggshell) or man-made (bridge, pylon, chair). By FORM, three families: a SOLID (mass) structure resists load by its own bulk and weight (dam, wall, foundation); a FRAME is separate members joined, mostly hollow, so it uses little material (bridge truss, pylon); a SHELL carries its load in a thin curved skin with no inner frame (egg, can, dome).
Each element carries a signature force
Every member does one of two jobs. A STRUT is squashed — it is in COMPRESSION (pushed). A TIE is stretched — it is in TENSION (pulled). Whole elements have a signature force: a BEAM spans a gap under a sideways load, so it BENDS; an ARCH carries load in COMPRESSION along its curve down to the supports, suiting materials strong when squashed (stone, brick, concrete); a CABLE can only pull, so it works purely in TENSION. Match the element to its force to choose its material.
Match the material to the force
Compare materials on strength in TENSION versus COMPRESSION, stiffness and weight. TIMBER: light, renewable, strong along the grain, laminated for spans. METALS (steel, aluminium): strong in BOTH tension and compression — steel for frames and cables, aluminium for lightness. CONCRETE: strong in COMPRESSION, WEAK in TENSION, reinforced with steel bars (rebar) where it bends. PLASTICS: light, low stiffness. COMPOSITES (GRP, CFRP): high strength-to-weight.
Drawn from real examiner reports.
Concrete is weak in TENSION
Candidates call concrete simply strong without saying WHERE it is weak. It is strong in COMPRESSION but WEAK in TENSION (stretching or bending). A concrete beam whose lower face is stretched as it bends is cast around steel reinforcing bars (rebar) placed where the tension acts, so the steel carries the tension the concrete cannot. Always name the weakness (tension) AND the fix (steel).
w23 P42/P43 Q1c — the weakness of concrete in tension was under-answered.
Triangulation gives rigidity
A four-sided pin-jointed frame is NOT rigid — a sideways force shears it into a parallelogram, so it can collapse. Adding a DIAGONAL splits it into TRIANGLES, which cannot change shape without altering a side, so the frame becomes rigid. This is triangulation. Candidates miss this link, or wrongly credit triangulation with easier transport or storage; it adds only RIGIDITY and stability.
w23 P42/P43 Q1 — triangulation adds rigidity/stability was the expected point; off-site benefits are speed of assembly and pre-testing, not transport or storage.
Strut vs tie — compression vs tension
A key definition trap and a common examiner complaint about muddled force identification. A STRUT carries COMPRESSION: it is pushed and can buckle, so it is made stout. A TIE carries TENSION: it is pulled, so it can be thin (even a cable or rod). Label a stretched member a strut, or a squashed one a tie, and you lose the mark. Decide first: pushed (strut) or pulled (tie)?
s23 P42 Q4; s23 P43 Q2a — the forces in members (tension, compression, bending, torsion, shear) are repeatedly confused.
Frame vs shell structure
Both use little material, so they get swapped. A FRAME is separate members joined together with gaps between them (a truss, a pylon, a bicycle frame). A SHELL is one continuous thin curved skin with no internal frame at all (an egg, a can, a car body panel, a dome). Ask: separate members with gaps (frame), or a single continuous skin (shell)?
A cable can only pull, never push
A cable can only PULL, so thinking it could carry a compression (pushing) load is a common error. Being flexible, it works purely in TENSION and would go slack or buckle if pushed. That is why cables serve as TIES (suspension-bridge hangers, guy wires) and never as STRUTS. Always ask whether a member is pushed or pulled before choosing it — direction decides.
Judge the family by load path, not size
A frequent slip: calling a pylon SOLID because it looks big, or a can SOLID because it is metal. Judge a structure by HOW it carries its load, not by size or material. A SOLID (mass) structure resists load by its own bulk (a dam); a FRAME carries load through separate joined members (a pylon); a SHELL carries load in a thin skin (a can). Big and heavy does not mean solid.
A rectangular frame is rigid on its own
A sharp, testable wrong belief: that a rectangle of four members joined at the corners is already rigid. It is not. With movement at the joints, a sideways push shears the rectangle into a PARALLELOGRAM, so it racks over and can collapse. Only a DIAGONAL brace, splitting it into TRIANGLES, makes it rigid — a triangle cannot change shape without altering a side.
Material choice: force, property, judgement
Justify a structures material with a chain: (1) name the FORCE (cable tension, arch compression, beam bends); (2) name a SPECIFIC material (mild steel, reinforced concrete, laminated timber), not just 'metal'; (3) match a PROPERTY to the force; (4) weigh a drawback and judge.
Decide pushed or pulled first
Before you name a member or choose its material, settle the FORCE first: is it being pushed (compression) or pulled (tension)? A pushed member is a strut and may buckle, so it needs a stout or tubular section; a pulled member is a tie and can be thin, even a cable.
Give a named example; match the command word
Back every point with a concrete example: a dam for a solid structure, a truss for a frame, an egg for a shell. Match your answer to the command word: name wants the term only, describe wants how it works, explain wants the reason, evaluate wants both sides plus a judgement.
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