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

Table 2

Specimen details.

Circle radius	Specimen number	Height (m)	Span (m)	Rise-to-span ratio	Loading conditions	Sectional dimension (mm)	Moisture content (%)
R = 3 m	R1/6-C	0.6	3.6	1/6	Mid-point load	56 × 140	13.28
	R1/6-Q	0.6	3.6	1/6	Quarter-point load
	R1/5-C	0.85	4.2	1/5	Mid-point load
	R1/5-Q	0.85	4.2	1/5	Quarter-point load