The ASME B31.3 2010 edition is used for Caesar II 2013.

Default value of SIF multiplier is 1.0. But when we chose different value as sustained SIF multiplier in CAESAR II 2013, it will use same SIF multiplier value to calculate pure occasional stress (i.e seismic, wind).

Is there any provision given in ASME B31.3 2010 to use sustained SIF multiplier for pure occasional stress ?