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Tensioned Flat
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DEFLECTION OF CONCRETE FLOOR SYSTEMS FOR …
ptstructures.com3.3 - Post-Tensioned Members For post-tensioned beams and slabs, the recommended values by the Post-Tensioning Institute [PTI, 1990 are as follows: TABLE 3.3-1 RECOMMENDED SPAN TO DEPTH RATIOS FOR POST-TENSIONED MEMBERS Continuous Spans Simple Spans Roof Floor Roof Floor One-way solid slabs 50 45 45 40 Two-way solid slabs (supported