2024-12-03
054345
Illustration of 1st and 2nd Shear Span
Technical illustration explaining maximum allowable eccentricities to maintain core widths for geotechnical proof.
Illustration of the 1st and 2nd Core Widths
Marking 1: The boundary of the 1st core width is represented by a rhombus.
Marking 2: The boundary of the 2nd core width is represented by an ellipse.
Marking 3: The point of action of the resultant is the point where the total resultant load acts on the foundation slab.