Timber and Steel

Recognise timber as an anisotropic, moisture-sensitive material designed on working stresses (parallel vs perpendicular to grain) and steel as an isotropic, high-strength material graded by yield (Fe 250, Fe 415) and protected against corrosion.

Key formulas & points

Skim these first — then read the full notes below.

  • Timber seasoning reduces moisture; preservative treatment against borer
  • Structural steel IS 2062 grades Fe 250, Fe 415
  • Corrosion protection: paint, galvanising, weathering steel

Topic details

Introduction

Timber and steel are contrasting structural materials. Timber is a natural, anisotropic, moisture-sensitive material whose strength differs greatly parallel and perpendicular to the grain, while steel is a manufactured, isotropic, high and predictable strength material.

Scope in B.Tech and GATE syllabus

Timber must be seasoned to reduce its moisture content to a stable value, because green timber shrinks, warps and is weaker; it is then treated with preservatives against decay and insect (borer/termite) attack. Its working stresses depend on species, grade and the direction of loading relative to the grain.

Why this topic matters in practice

Structural steel (IS 2062) is graded by yield strength (Fe 250, Fe 415), is ductile and equally strong in tension and compression, but requires protection against corrosion through painting, galvanising, or the use of weathering steel.

Key relations & formulas

Formulas (Indian textbook notation)

  • Safestress=allowableworkingstressinbendingtensionparallelSafe stress = allowable working stress in \frac{bending}{tension} parallel

Formulas (Indian textbook notation)

  • Slendernessratiofortimbercolumn50(typicalcodelimit)Slenderness ratio for timber column \le 50 (typical code limit)

Formulas (Indian textbook notation)

  • Steelfy=250MPa(Fe250);fu=410MPaSteel fy = 250 MPa (Fe 250); fu = 410 MPa

Notation and sign conventions

Relation 1 —
Safestress=allowableworkingstressinbendingtensionparallelSafe stress = allowable working stress in \frac{bending}{tension} parallel

Formulas (Indian textbook notation)

  • Safestress=allowableworkingstressinbendingtensionparallelSafe stress = allowable working stress in \frac{bending}{tension} parallel
Write this relation with symbols exactly as in Building Materials — BC Punmia before substituting numbers. Examiners award partial marks for a correct setup even when arithmetic slips.
Relation 2 —
Slendernessratiofortimbercolumn50Slenderness ratio for timber column \le 50

Formulas (Indian textbook notation)

  • Slendernessratiofortimbercolumn50(typicalcodelimit)Slenderness ratio for timber column \le 50 (typical code limit)
Write this relation with symbols exactly as in Building Materials — BC Punmia before substituting numbers. Examiners award partial marks for a correct setup even when arithmetic slips.
Relation 3 —
Steelfy=250MPaSteel fy = 250 MPa

Formulas (Indian textbook notation)

  • Steelfy=250MPa(Fe250);fu=410MPaSteel fy = 250 MPa (Fe 250); fu = 410 MPa
Write this relation with symbols exactly as in Building Materials — BC Punmia before substituting numbers. Examiners award partial marks for a correct setup even when arithmetic slips.

Fundamentals and definitions

Timber’s anisotropy is fundamental: it is strong in tension and compression parallel to the grain but weak perpendicular to it, and shear along the grain governs many connections. Design uses permissible (working) stresses with modification factors for moisture, duration of load and defects.

Governing relations in practice

Seasoning (air or kiln drying) brings the moisture content down to equilibrium with the service environment; below the fibre saturation point strength increases as moisture decreases, so properly seasoned timber is both stronger and dimensionally stable. Preservative treatment extends service life against biological attack.

Design and analysis considerations

Steel’s stress-strain curve shows a definite yield followed by a long plastic plateau and strain hardening, giving ductility that warns of overload and allows plastic design; its yield strength f_y and ultimate strength f_u are the design bases, and it is equally reliable in tension and compression.

Advanced theory and extensions

Corrosion is steel’s main durability weakness; because rusting reduces the section and can cause failure, protective coatings, galvanising, cathodic protection or corrosion-resistant grades are specified according to the exposure, and detailing avoids water traps.

Assumptions and validity limits

State assumptions explicitly before using any relation for timber and steel — steady state, uniform properties, linear elastic material, ideal gas, incompressible flow, etc., as applicable.
Wrong assumptions invalidate the entire solution even when the formula is correct. In Building Materials viva and GATE descriptive questions, listing valid assumptions often earns separate marks.

Step-by-step problem approach

1. Read the question and list given data with SI units (common in Building Materials papers).
2. Draw a neat labelled diagram where applicable — examiners in Indian universities award diagram marks even when arithmetic slips.
3. Identify which relation from this topic applies to timber and steel.
4. Use equation 1:
Safestress=allowableworkingstressinbendingtensionparallelSafe stress = allowable working stress in \frac{bending}{tension} parallel
.
5. Use equation 2:
Slendernessratiofortimbercolumn50Slenderness ratio for timber column \le 50
.
6. Substitute values, compute, and verify units and sign (direction).
7. State conclusion in one line — e.g. safe/unsafe, stable/unstable, feasible/infeasible.

Applications & exam relevance

Timber and Steel appears in site quality control and specifications. In Indian civil curricula this topic is tested because it connects theory to cement, concrete, steel, and timber.
GATE and semester exams often combine timber and steel with earlier units — revise prerequisites before attempting mixed problems.
Industry interview panels sometimes ask: "Where did you use timber and steel?" — answer with a lab, mini-project, or plant visit example if possible.

Common mistakes in exams

• Ignoring grain direction when quoting timber strength.
• Using green (unseasoned) timber stresses for seasoned timber or vice versa.
• Treating timber as isotropic like steel.
• Overlooking corrosion protection for steel in aggressive environments.

Quick revision checklist

Before attempting timber and steel problems, confirm you can:
1. Timber seasoning reduces moisture; preservative treatment against borer
2. Structural steel IS 2062 grades Fe 250, Fe 415
3. Corrosion protection: paint, galvanising, weathering steel
Revise the solved examples in Building Materials — BC Punmia and one previous-year GATE or university paper for this unit.

Worked examples

Try the problem first — open the solution when you are ready to check.

Safe axial load on a timber column

Problem

A short timber column of cross-section 150 × 150 mm has a permissible compressive stress parallel to the grain of 8 N/mm². Assuming it is short enough that no slenderness reduction applies, find the safe axial load.

Solution

Cross-sectional area A = 150 × 150 = 22 500 mm². Safe axial load = permissible stress × area = 8 × 22 500 = 180 000 N = 180 kN. For a longer column, a reduction factor based on the slenderness ratio (limited to about 50 for timber) would be applied to the permissible stress before computing the safe load.

Conceptual check — Timber and Steel

Problem

In a Building Materials semester or GATE paper you are asked: "State the main assumption, the governing relation, and one practical consequence of timber and steel." What should a complete answer include?

Exams & GATE

BC Punmia — identify timber defects and steel property tests.

📖 Standard books (India)

  • Building MaterialsBC Punmia

    Read: Syllabus unit

    Cement, concrete, timber, and steel