
Please note that terminus shear plate must be anchored to concrete slab before a dead or live load is placed on TAblA Panels. Additional bracing is not required under sloped areas in single prop arrangements of TAblA, provided that shear anchors or shear braces are firmly in place, and panels are blocked at existing walls and columns (see layout drawings). Shear load is accumulative when concrete is poured from top down. These calculations are based upon uphill pours. Consult TAblA Engineering Department if poured downhill.