What is using it to size a member?

The working stress in an axially loaded member is σ = F/A. To size the member, set this no greater than the allowable stress and solve for the minimum area:

QCAA QCAA 2022-style practice: A steel tie has an ultimate tensile strength of 400\ MPa and must carry a working tensile load of 60\ kN with a factor of safety of 4. Determine the maximum allowable working stress and the minimum cross-sectional area required.

A 6 mark determine question rewards the allowable stress then the area. Allowable working stress: _allow = _ultFoS = 4004 = 100\ MPa = 1.0 × 10^8\ Pa. Minimum area from σ = F/A, so A = F_allow = 60\,0001.0 × 10^8 = 6.0 × 10^-4\ m^2 = 600\ mm^2. Markers reward dividing ultimate strength by the factor of safety, converting the load to newtons, and the minimum area of 6.0 × 10^-4\ m^2.

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QLDEngineeringSyllabus dot point

How do engineers leave a margin between the load a structure carries and the load that would break it?

Apply the factor of safety to relate the maximum (failure) stress of a material to the allowable working stress, and select or verify a member size against the expected load

A QCE Engineering Unit 3 answer on factor of safety. Covers the definition as failure stress over working stress, why a margin is needed, typical values, and how to size a member so its working stress stays below the allowable limit, with worked arithmetic.

Generated by Claude Opus 4.86 min answerUpdated 2026-06-02

Reviewed by: AI editorial process; not yet individually human-reviewed

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Quick answer

The factor of safety (FoS) is the ratio of the stress that would cause failure to the stress the member is allowed to carry in service: $\text{FoS} = \sigma_{failure} / \sigma_{working}$ . The failure stress is usually the yield stress (for ductile metals) or the ultimate tensile strength (for brittle materials). Rearranged, the allowable working stress is the failure stress divided by the factor of safety, $\sigma_{allow} = \sigma_{failure}/\text{FoS}$ . A larger factor of safety gives more margin but uses more material and costs more. Typical values run from about 1.5 to 4 for predictable structures and higher where loads, materials or consequences are uncertain. To size a member, find the working stress from the load and area and keep it at or below the allowable stress.

What this dot point is asking

QCAA wants you to apply the factor of safety: the deliberate margin engineers leave between the stress a member actually carries and the stress that would make it fail. You need to define it, calculate it, and use it to choose or check a member size. This is the step that turns a stress calculation into a safe design decision.

The answer

Why a margin is needed

No structure is designed to operate at the stress that breaks it. Real loads exceed predictions, materials vary, construction is imperfect, corrosion and fatigue degrade members over time, and the cost of failure can be catastrophic. The factor of safety absorbs all of these uncertainties in one number, keeping the actual stress well below the failure stress.

Defining the factor of safety

The factor of safety compares the stress at failure with the stress in service:

\text{FoS} = \frac{\sigma_{failure}}{\sigma_{working}}

The failure stress depends on the material and how it fails. For a ductile metal, failure is usually taken as the yield stress, because permanent deformation makes the structure unfit for use. For a brittle material, the ultimate tensile strength is used, because it fractures with no yield warning.

Rearranging gives the allowable (permissible) working stress, the highest stress the designer will let the member reach:

\sigma_{allow} = \frac{\sigma_{failure}}{\text{FoS}}

Choosing a value

The factor of safety is a judgement that balances safety against cost and weight:

Low (about 1.5 to 2): well-understood loads, reliable materials, low consequence of failure, weight-critical applications such as aircraft (with rigorous testing).
Moderate (about 2 to 4): typical building and bridge structural members under known loads.
High (4 and above): uncertain or shock loads, brittle materials, poor inspection access, or where failure threatens life.

A higher factor of safety is safer but heavier and more expensive, so over-design is a real cost, not just a virtue.

Using it to size a member

The working stress in an axially loaded member is $\sigma = F/A$ . To size the member, set this no greater than the allowable stress and solve for the minimum area:

A \ge \frac{F}{\sigma_{allow}} = \frac{F \times \text{FoS}}{\sigma_{failure}}

Sizing a tie rod to a factor of safety

Choose a rod diameter for a known load

A steel tie rod must carry a tensile load of $F = 50\,\text{kN}$ . The steel has a yield stress of $\sigma_y = 250\,\text{MPa}$ . The design requires a factor of safety of $2.5$ against yield. Find the allowable working stress and the minimum rod diameter.

Step 1. allowable working stress:

\sigma_{allow} = \frac{\sigma_y}{\text{FoS}} = \frac{250}{2.5} = 100\,\text{MPa} = 100 \times 10^{6}\,\text{Pa}

Step 2. minimum cross-sectional area:

A \ge \frac{F}{\sigma_{allow}} = \frac{50\,000}{100 \times 10^{6}} = 5.0 \times 10^{-4}\,\text{m}^2 = 500\,\text{mm}^2

Step 3. minimum diameter (round bar, $A = \pi d^2/4$ ):

d \ge \sqrt{\frac{4A}{\pi}} = \sqrt{\frac{4 \times 500}{\pi}} = \sqrt{636.6} = 25.2\,\text{mm}

So a rod of at least $25.2\,\text{mm}$ diameter is required; a designer would specify the next standard size up, say $26\,\text{mm}$ . Check: at $A = 500\,\text{mm}^2$ the working stress is $50\,000/(500\times10^{-6}) = 100\,\text{MPa}$ , exactly the allowable value and $2.5$ times below the $250\,\text{MPa}$ yield, confirming the factor of safety.

Why this matters for civil structures

The factor of safety is where stress analysis meets responsibility. The same stress calculation underpins both a daring lightweight structure and a conservative public bridge; the factor of safety chosen separates them. In the Unit 3 project, justifying the factor of safety against the uncertainty of the loads and the consequence of failure is a core part of a high-level engineered solution.

Exam-style practice questions

Practice questions written in the style of QCAA exam questions on this dot point, with worked answer explainers. The year tag is the paper they imitate, not the source.

QCAA 20226 marksA steel tie has an ultimate tensile strength of

400\ \text{MPa}

and must carry a working tensile load of

60\ \text{kN}

with a factor of safety of

4

. Determine the maximum allowable working stress and the minimum cross-sectional area required.

Show worked answer →

A 6 mark determine question rewards the allowable stress then the area.

Allowable working stress: $\sigma_{\text{allow}} = \dfrac{\sigma_{\text{ult}}}{FoS} = \dfrac{400}{4} = 100\ \text{MPa} = 1.0 \times 10^{8}\ \text{Pa}$ .

Minimum area from $\sigma = F/A$ , so $A = \dfrac{F}{\sigma_{\text{allow}}} = \dfrac{60\,000}{1.0 \times 10^{8}} = 6.0 \times 10^{-4}\ \text{m}^2 = 600\ \text{mm}^2$ .

Markers reward dividing ultimate strength by the factor of safety, converting the load to newtons, and the minimum area of $6.0 \times 10^{-4}\ \text{m}^2$ .

QCAA 20234 marksJustify why a higher factor of safety is specified for a member carrying live and environmental loads than for one carrying only a known dead load.

Show worked answer →

A 4 mark justify answer needs the link between uncertainty and the size of the margin.

The factor of safety covers uncertainty in the load, the material strength and the analysis. Dead loads are constant and predictable, so the uncertainty is small. Live and environmental loads (people, wind, earthquake) vary widely and are harder to predict, so a larger margin is needed to keep the working stress safely below the failure stress under the worst credible case.

Markers reward connecting greater load uncertainty to a larger required factor of safety to maintain the same level of safety.