Experimental Study on Loading Capacity of Glued-Laminated Timber Arches Subjected to Vertical Concentrated Loads

Table 1

Material properties of timber and PRF.

Materials		(MPa)	(MPa)	(MPa)
Douglas timber	Mean value	83.7	40.0	9804.3
	Standard deviation	4.52	3.78	1429.6
	COV^a	5.5%	9.47%	14.5%
Epoxy resin	Mean value	9.2	70.0	3320

Note. ^acoefficient of variation.