The Stress Calculation Methods of Antislide Structures with Continuous Ladders

Table 3

The distributed line load on the antislide members.

Sequence number	Structure	Member	Member length (m)	Sliding force (kN)	Sliding resistance (kN)	Distributed line load (kN/m)
1	BCD	BC	4.717	21259.828	19479.445	377.440
		CD	5.002	20049.666	59.577	3996.419
2	FGH	FG	7.876	16255.554	14355.040	241.304
		GH	4.479	28583.578	60.637	6368.149
3	JKL	JK	9.708	20640.669	17914.429	280.824
		KL	5.562	35912.627	64.457	6445.194
4	KNO	KN	11.208	17176.507	14598.502	230.015
		NO	10.457	39324.825	256.212	3736.121