Research Article

The Stress Calculation Methods of Antislide Structures with Continuous Ladders

Table 6

A comparative table of the shear force of the antislide members.

MemberMaximum analytical calculation of shear force FQ (kN)Maximum numerical simulation of shear force (kN)FQ/Minimum analytical calculation of shear force Fq (kN)Minimum numerical simulation of shear force (kN)Fq/

AC2368.4477591.1860.312−2010.671−9953.1840.202
CE11309.6452135.7935.295−8680.444−255.00334.041
EG1771.4324952.2780.358−6338.100−8730.5150.726
GI16800.6013912.3114.294−11722.341391.741−29.924
IN3834.73010757.6620.356−6931.905−16337.6650.424
KM18946.2971770.99610.698−16901.873−809.66320.875
NP22169.6283380.7616.558−16898.984−2215.3487.628
Total22169.62810757.6622.061−16901.873−16337.6651.035