What is the partial safety factor for own weight in Serviceability Limit State (SLS)?Mikä on osavarmuusluku omalle massalle käyttörajatilassa (SLS)?

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The provided data shows a numerical fill-in rather than a multiple-choice list, and there are no answer options to evaluate. Nevertheless, we can discuss the underlying concept to justify the given numeric value.

In the context of structural reliability and serviceability (SLS), partial safety factors are used to convert characteristic values of actions into design actions. For serviceability checks, the design approach typically uses the actions without amplifying factors for permanent loads, because SLS concerns service-level performance (deflections, deformations, cracking, etc.) rather than ultimate strength. Therefore, the partial safety factor for own weight (a permanent action) in SLS is commonly taken as 1.0, meaning the permanent load is used in its characteristic form without additional adjustment.

If there were multiple options to compare, you would look for the option that states a neutral or unity factor (1.0) for permanent actions under SLS, while remembering that other factors (for variable actions, or different design situations) might have different values depending on the standard or code in use. Since no alternative options are provided in the prompt, the reasoning centers on the general convention: permanent actions in SLS are typically not amplified, hence gamma_G = 1.0.

In summary, the stated answer of 1.0 aligns with common practice for the partial safety factor of own weight in Serviceability Limit State, where permanent actions are used at their characteristic values without additional partial safety amplification in SLS calculations.

BK80A2203 Steel Structures 1 - Contact teaching, Lpr 1.9.2025-12.12.2025 Quiz 3 | Topic 4.1 - Load evaluation

What is the partial safety factor for own weight in Serviceability Limit State (SLS)?Mikä on osavarmuusluku omalle massalle käyttörajatilassa (SLS)?

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