Ultimate limit state (ULS)
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Combines load groups that occur persistently and transiently. Uses the partial safety factors of the ultimate limit state when combining loads.
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Eurocode, British, AISC (US)
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Serviceability limit state (SLS)
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Combines load groups that occur quasi-permanently. Uses the partial safety factors of the serviceability limit state when combining loads.
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Eurocode, AISC (US)
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Serviceability limit state – Rare (SLS RC)
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Combines load groups that occur quasi-permanently and rarely. Uses the partial safety factors of the serviceability limit state when combining loads.
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Eurocode
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Serviceability limit state – Quasi-permanent (SLS QP)
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Combines load groups that occur quasi-permanently. Uses the partial safety factors of the serviceability limit state when combining loads.
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Eurocode
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Normal loads
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Combines load groups and uses factors according to the French codes CM66 or BAEL91.
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CM66, BAEL91
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Extreme loads
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CM66
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Displacement loads
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CM66
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Accidental loads
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CM66, Eurocode
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Ultimate loads
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BAEL91
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Ultimate accidental loads
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BAEL91
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Earthquake loads
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Combines load groups and uses factors according to the Eurocode.
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Eurocode
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Loads for public structures
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Combines load groups according to the US IBC code (International Building Code).
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IBC (US)
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Loads for public structures with drifted snow
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IBC (US)
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Loads for non public structures
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IBC (US)
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Loads for non public structures with drifted snow
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IBC (US)
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Loads for public non concrete and masonry structures
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Combines load groups according to the US UBC code (Uniform Building Code).
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UBC (US)
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Loads for public non concrete and masonry structures with drifted snow
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UBC (US)
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Loads for non concrete and masonry structures
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UBC (US)
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Loads for non concrete and masonry structures with drifted snow
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UBC (US)
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Loads for public concrete and masonry structures
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UBC (US)
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Loads for public concrete and masonry structures with drifted snow
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UBC (US)
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Loads for concrete and masonry structures
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UBC (US)
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Loads for concrete and masonry structures with drifted snow
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UBC (US)
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ACI Table 1 - ACI Table 8
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Combines load groups according to the ACI code (American Concrete Institute’s publication 318).
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ACI
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