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

Table 4

Theoretical and experimental results of load bearing capacity.

Specimen number	Loading capacity (kN)
	R1/6-C	25.18	36.59	37.50	0.67	0.98
R1/6-Q	18.22	26.48	28.00	0.65	0.95
R1/5-C	21.13	30.72	34.20	0.62	0.90
R1/5-Q	15.89	23.09	30.30	0.52	0.76