The Stress Calculation Methods of Antislide Structures with Continuous Ladders

Table 7

A comparative table of the bending moments of the antislide members.

Member	Maximum analytical calculation of bending moment M (kN·m)	Maximum numerical simulation of bending moment M′ (kN·m)	M/M′	Minimum analytical calculation of bending moment m (kN·m)	Minimum numerical simulation of bending moment m′ (kN·m)	m/m′
AC	4521.471	5658.911	0.799	−3948.781	−14354.360	0.275
CE	5419.269	2605.432	2.080	−23265.751	−6865.637	3.389
EG	4388.188	9634.892	0.455	−20468.400	−12945.602	1.581
GI	7644.037	8805.704	0.868	−32908.479	−8560.654	3.844
IN	12859.184	23385.630	0.550	−24614.286	−22101.542	1.114
KM	9288.186	5922.715	1.568	−36901.790	0	+∞
NP	22543.877	23385.630	0.964	−62354.262	−4332.756	14.391
Total	22543.877	23385.630	0.964	−62354.262	−22101.542	2.821