Servicability limit state (SLS) is design to ensure a structure is comfortable and useable. This includes vibrations and deflections (movements), as well as cracking and durability. These are the conditions that are not strength-based but still may render the structure unsuitable for its intended use, for example, it may cause occupant discomfort under routine conditions. It might also involve limits to non-structural issues such as acoustics and heat transmission.
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The effects of elements such as tension crack (depth specified), water pressure (either phreatic surface or piezometric heads), vertical and inclined surcharge loads, and seismicity can be considered.
This form enables the parameters used in the Service Limit State stress and crack width calculations to be defined. Details of each parameter and the defaults supplied are contained in the help messages for the individual fields.
The crack width parameter used in the calculations for controlling crack widths depends upon the exposure and type of structure as described in Article 5.7.3.4 of AASHTO LRFD. The program will select a suitable value which will be shown according to the selection made in the field labeled 'crack width parameter'. Any value may be entered by selecting '(specified value)'. By entering a high value, the stress limit in the reinforcement is increased.
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