**Factor of safety** (**FoS**), also known asÂ **safety factor** (**SF**), is a term describing the structural capacity of a system beyond the expected loads or actual loads. Essentially, how much stronger the system is than it usually needs to be for an intended load. Safety factors are often calculated using detailed analysis because comprehensive testing is impractical on many projects, such as bridges and buildings, but the structure’s ability to carry load must be determined to a reasonable accuracy.

Many systems are purposefully built much stronger than needed for normal usage to allow for emergency situations, unexpected loads, misuse, or degradation.

## There are two distinct uses of the factor of safety: One as a ratio of absolute strength (structural capacity) to actual applied load. This is a measure of theÂ reliability of a particular design. The other use of FoS is a constant value imposed byÂ law,Â standard,Â specification,Â contract orcustom to which a structure must conform or exceed.

## Two definitions of factor of safety

CarefulÂ engineers refer to the first sense (a calculated value) as aÂ *factor of safety* or, to be explicit, aÂ *realized factor of safety*, and the second sense (a required value) as aÂ *design factor*,Â *design factor of safety* orÂ *required factor of safety*, but usage is inconsistent and confusing.

The cause of much confusion is that reference books and standards agencies use the term factor of safety differently. Design Codes and Structural and Mechanical engineering textbooks often use the term to mean the fraction of total structural capability over that needed (first sense). Many undergraduateÂ Strength of Materials books use “Factor of Safety” as a constant value intended to be a minimum target for designÂ (second sense).

## Calculating safety factors

There are several ways to compare the factor of safety for structures. All the different calculations fundamentally measure the same thing, how much extra load beyond what is intended a structure will actually take (or be required to withstand). The difference between the methods is the way in which the values are calculated and compared. Safety factor values can be thought of as a standardized way for comparing strength and reliability between systems.

There is a near universal push towards conservatism in the calculation of safety factors, i.e. in the absence of highly accurate data, using the worst case configuration possible to make sure the system is adequate (to err on the side of caution).

### Design factor and safety factor

The difference between the safety factor and design factor (design safety factor) is as follows: The safety factor is how much the designed part actually will be able to withstand. The design factor is what the item is required to be able to withstand. The design factor is defined for an application (generally provided in advance and often set by regulatory code or policy) and is not an actual calculation, the safety factor is a ratio of maximum strength to intended load for the actual item that was designed.

This may sound similar, but consider this: Say a beam in a structure is required to have a design factor of 3. The engineer chose a beam that will be able to withstand 10 times the load. The design factor is still 3, because it is the requirement that must be met, the beam just happens to exceed the requirement and its safety factor is 10. The safety factor should always meet or exceed the required design factor or the design is not adequate. Meeting the required design factor exactly implies that the design meets the minimum allowable strength. A high safety factor well over the required design factor sometimes implies “overengineering” which can result in excessive weight and/or cost. In colloquial use the term, “required safety factor” is functionally equivalent to the design factor.

For ductile materials (e.g. most metals), it is often required that the factor of safety be checked against bothÂ yield andÂ ultimate strengths. The yield calculation will determine the safety factor until the part starts toÂ plastically deform. The ultimate calculation will determine the safety factor until failure. On brittle materials these values are often so close as to be indistinguishable, so is it usually acceptable to only calculate the ultimate safety factor.

The use of a factor of safety does not imply that an item, structure, or design is “safe”. ManyÂ quality assurance,Â engineering design,manufacturing, installation, and end-use factors may influence whether or not something is safe in any particular situation.

- Design load being the maximum load the part should ever see in service.

### Margin of safety

Many government agencies and industries (such as aerospace) require the use of aÂ **margin of safety** (**MoS** orÂ **M.S.**) to describe the ratio of the strength of the structure to the requirements. There are two separate definitions for the margin of safety so care is needed to determine which is being used for a given application. One usage of M.S. is as a measure of capacity like FoS. The other usage of M.S. is as a measure of satisfying design requirements (requirement verification). Margin of safety can be conceptualized (along with the reserve factor explained below) to represent how much of the structure’s total capacity is held “in reserve” during loading.

**M.S. as a measure of structural capacity:** This definition of margin of safety commonly seen in textbooks^{[7]}^{[8]} basically says that if the part is loaded to the maximum load it should ever see in service, how many more loads of the same force can it withstand before failing. In effect, this is a measure of excess capacity. If the margin is 0, the part will not take any additional load before it fails, if it is negative the part will fail before reaching its design load in service. If the margin is 1, it can withstand one additional load of equal force to the maximum load it was designed to support (i.e. twice the design load).

- Margin of Safety = Factor of Safety ? 1

**M.S. as a measure of requirement verification:** Many agencies such asÂ NASAÂ andÂ AIAA define the margin of safety including the design factor, in other words, the margin of safety is calculated after applying the design factor. In the case of a margin of 0, the part is at exactly theÂ **required** strength (the safety factor would equal the design factor). If there is a part with a required design factor of 3 and a margin of 1, the part would have a safety factor of 6 (capable of supporting two loads equal to its design factor of 3, supporting six times the design load before failure). A margin of 0 would mean the part would pass with a safety factor of 3. If the margin is less than 0 in this definition, although the part will not necessarily fail, the design requirement has not been met. A convenience of this usage is that for all applications, a margin of 0 or higher is passing, one does not need to know application details or compare against requirements, just glancing at the margin calculation tells whether the design passes or not.

Design Safety Factor = [Provided as requirement]

For a successful design, the realized Safety Factor must always equal or exceed the required Safety Factor (Design Factor) so the Margin of Safety is greater than or equal to zero. The Margin of Safety is sometimes, but infrequently, used as a percentage, i.e., a 0.50 M.S is equivalent to a 50% M.S. When a design satisfies this test it is said to have a “positive margin,” and, conversely, a â€œnegative marginâ€ when it does not.

### Reserve factor

A measure of strength frequently used in Europe is theÂ **Reserve Factor (RF)**. With the strength and applied loads expressed in the same units, the Reserve Factor is defined as:

RF = Proof Strength / Proof Load

RF = Ultimate Strength / Ultimate Load

The applied loads have any factors, including factors of safety applied

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i am a undergraduate student in Aceh, Indonesia.

i have research about fatigue if bio-mechanics. so, can u give me reference of standards of value safety factors ?

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sure i can. but i will provide you with standards after my completion of my current semester.

for the short note i will email you some reference documents.

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Hi from Germany,

Could it be possible to have some references about what It´s here written.

Thanks a lot for the info.