Long-Span Wooden Structural Floors with Self-Tensioning System: Performance under Asymmetrical Loads

Table 1

Type	Geometry of type structural floor						Self-tensioning tendon (mm^2)	Actions evaluated (kN/m^2)				+
								Self- weight	Permanent load	Variable load
	(m)	(mm)	(mm)	(mm)	(mm)	(mm)
F1	12	360	90	270	1200	180	700	0.92	1.92	3.00	0.3	2.82
F2	15	450	90	360	1200	180	900	1.07	2.07	3.00	0.3	2.97
F3	12	400	90	310	1200	180	900	1.00	2.00	5.00	0	2.00
F4	15	500	90	410	1200	180	1100	1.16	2.16	5.00	0	2.16