: Following EN 1992-1-1, the crack width is generally determined by:
: The software calculates crack widths in the direction of principal stresses. For 2D members, this is done for both surfaces (top and bottom). Nemetschek Scia Engineer V Crack Pull
Using smaller bars at closer spacing increases the bond surface area, which reduces crack spacing and width for the same total area of steel. : Following EN 1992-1-1, the crack width is
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You can perform checks based on either the "required" reinforcement (calculated by the software) or "real" reinforcement (manually defined by the user). 2. 1D Member Analysis