Flexural Behavior of Lattice Girder Slabs with Different Connections: Experimental Study

Table 2

Deflection ratio of specimens.

Spec. ID	LGS01	LGS02	LGSA1	LGSA2	LGSB1	LGSB2	LGSB3
Yield load	0.84	0.85	0.62	0.96	0.76	0.79	0.80
Peak load	0.82	0.83	0.64	0.79	0.68	0.75	0.80