Analytical Model for Deflections of Bonded Posttensioned Concrete Slabs

Table 3

Analytical dimensions and results of parametric study.

Model	Span	Height	Compressive strength of concrete	Displacement
	(mm)	(mm)	(MPa)	(mm)
PT1	3000	250	35	41.77
PT2	4500	250	35	48.54
PT3	6000	250	35	56.13
PT4	7500	250	35	67.20
PT5	3000	180	35	43.62
PT6	3000	350	35	40.14
PT7	3000	450	35	37.32
PT8	3000	250	50	40.33
PT9	3000	250	65	38.16