The Allowable Stresses tab allows you to define code required allowable tension and compression concrete stress and non-prestressed and prestressed steel stress, that apply to the entire project. For some building design codes, this window also allows you to input allowable crack width, when applicable. This tab displays only if the program is opened with the prestressing module option (PT/RC) selected when launching the program. Typically, the allowable stresses for both the final condition (service) and initial condition (transfer of prestressing) are listed. For Allowable Stress settings in ADAPT-SOG please refer to the SOG Criteria: Allowable Stresses topic.
Edge, Floor Pro, MAT: Example of Allowable Stresses Tab Inputs
(These may change based on code you have selected, for SOG see the SOG Criteria: Allowable Stresses topic).
The default values are code prescribed but you can modify them. When viewing Design Section results, the program displays, in pink, the sections where the allowable stress values are exceeded based on the limits set in this window.
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Edge/Floor Pro/MAT Allowable Stresses Inputs The Allowable Stresses inputs apply to the structural behavior of concrete slabs and beams that are subjected to sustained load. |
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Sustained load |
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Total load |
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Initial condition (transfer) |
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Allowable crack width (PT mode only) |
Allows you to choose whether or not to report probable crack width and/or limit probable crack width. If limiting crack width, you need to define the RC and PT member's crack width limit to be used by European code (EN1992-1-1:2004(E)). Using European code (EN1992-1-1:2004(E)), the program adds reinforcement where the calculated width of probable cracks exceeds the limit defined by you for these options. See the Crack Width Settings section of this help menu for more information. Note: If ADAPT-Builder was launched in RC Only mode the allowable crack width options will be located in Criteria>Design Code.
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