Comment and Improvement on the Methods for Deriving Structural Resistance Design Value

Table 1

Statistical parameters of resistance of various structural members.

Types of structural members	Strained condition
Reinforced concrete structural members	Axial tension	1.100	0.100	0.817	1.00	0.04	0.492
	Axial compression (short column)	1.48	0.170	0.987	1.00	0.05	0.490
	Small eccentric compression (short column)	1.30	0.150	0.954	1.00	0.05	0.490
	Large eccentric compression (short column)	1.16	0.130	0.860	1.00	0.05	0.490
	Bending	1.13	0.100	0.880	1.00	0.04	0.492
	Shearing	1.24	0.190	0.853	1.00	0.015	0.470