Chinese Journal of Mechanical Engineering

Table 2 Calculated results

From: Symmetric Equations for Evaluating Maximum Torsion Stress of Rectangular Beams in Compliant Mechanisms

	\(K_{\alpha x}\)(N·m)	\(K_{\Delta y}\)(N/m)	\(\tau_{\text{max} }\)
Design 1	17.8347	3280000	1
Design 2	11.2398	1103900	0.336
Design 3	11.2398	9764900	2.97
Design 4	16.3246	5125000	1.56
Design 5	16.3246	2099200	0.64

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