SCIA accounts for "crack pull" by considering the capacity of intact concrete between cracks to carry limited tensile force. Crack width is typically calculated as s sub r comma m a x end-sub : Maximum crack spacing.
Engineering software is complex. Without access to SCIA’s official support team and global help desk, you are on your own when a file becomes corrupted or a specific national code calculation fails.
Conclusions. As can be seen from the results, using merely a linear analysis is not sufficient for reinforced concrete structures. SCIA Engineer Crack control 2D – EN 1992-1-1 - Help SCIA Engineer
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