================================ Solve ==========================================
	Newton-Raphson (1)						Arch Length (2)
=================================================================================
							1
====================== Newton-Raphson procedure =================================
   		Loading                 N._of_change_of_increments 	Position_Tolerance 
= Load(1) = Displacement(2) =====================================================
		1								1               			1.000000E-06
=================================================================================
		N._of_increments  Value_of_increments	
=================================================================================
		10		 			1.000000E+02
=================================================================================