Flexural cracks on the sides of a beam start at the tension face and will extend, at most, up to the neutral axis. Crack widths will be greatest at the tension face and will reduce with distance from that face. In general, the cracks will be uniformly spaced along the most heavily loaded portion of the beam, i.e. near the mid-span in sagging or over the supports in hogging. Video source unknown/internet #structuralengineering #construction #engineeeing #concrete | BIM-ENGINEER
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