The Stress Calculation Methods of Antislide Structures with Continuous Ladders

Table 2

The mechanical parameters of the antislide members.

Sequence number	Member	Member length (m)	Partition length		Section size (length × width, m); mechanical properties of the members	Strength of concrete; Poisson’s ratio	Strength of rebar	Elastic modulus (MPa)
			Partition member	Length (m)
1	AC	9.434	AB	4.717	3 × 3; (elastic member)	C40; 0.2	HRB500; HRB400	2.6 × 10^4
			BC	4.717	3 × 3; (−)
2	CE	10.000	CD	5.002	3 × 3; (−)
			DE	4.998	3 × 3; (elastic member)
3	EG	15.752	EF	7.876	3 × 3; (elastic member)
			FG	7.876	3 × 3; (−)
4	GI	10.000	GH	4.479	3 × 3; (−)
			HI	5.521	3 × 3; (elastic member)
5	IN	30.624	IJ	9.708	3 × 3; (elastic member)
			JK	9.708	3 × 3; (−)
			KN	11.208	3 × 3; (−)
6	KM	12.624	KL	5.562	3 × 3; (−)
			LM	7.062	3 × 3; (elastic member)
7	NP	22.414	NO	10.457	3 × 3; (−)
			OP	11.957	3 × 3; (elastic member)