Experimental Analysis of Pretensioned CLT-Glulam T-Section Beams

Table 6

Displacement at the midpoint of the span for two specific loads of 14 kN applied at one-third and two-thirds of the span.

Type	Value for each specimen (mm)				Standard deviation	Average value (mm)
	1	2	3	4
F1/PIC	59.14	56.94	60.14	56.50	1.74	58.18
F2/PIC	64.86	68.63	62.01	64.14	2.76	64.91
F1/OAK	53.29	54.70	57.27	52.89	1.98	54.54
F2/OAK	65.09	63.65	62.09	61.78	1.53	63.15