Fig. 6From: A determination method of compressive design value of dimensional lumberThe β-γR relation of grade Ic dimensional lumber under the load combination D + R and the load ratio ρ = 1.0 with different type distributions and different fitting data points: a 100% test data points; b 75% test data points; c 50% test data points; d 25% test data points; e 15% test data pointsBack to article page