Application of Soft Computing Paradigm to Large Deformation Analysis of Cantilever Beam under Point Load

Table 7

Unknown parameters in ANN model for finding best solution for each case of large deflected beam with cantilever beam under end-point load using ANN-GNDO-SQP algorithm.

	Case I			Case II			Case III			Case IV
	1	−2.9962626	−0.65813310	−1.9949390	1.48586354	−0.7044589	2.44833643	−2.0618838	−0.2837740	2.30806094	−6.06573860	0.86825787	−2.33438240
2	−2.8313012	0.59715086	−2.4652621	−2.29465530	−0.9937027	−1.48608260	1.4326512	1.2909630	0.41306818	−8.68057533	−0.61741762	−1.96299418
3	−2.8313010	0.59715056	−2.4652635	2.40794827	−1.1209820	3.41884685	−5.1431940	−0.9214788	−2.53963320	−6.06575258	0.86882569	−2.33421836
4	0.2424393	0.81624788	0.9989734	−2.29465550	−0.9937063	−1.48608340	−5.1431899	−0.9214561	−2.53962473	−8.68058082	−0.61739784	−1.96303574
5	−2.9962567	−0.65820220	−1.9949300	−2.29465580	−0.9937174	−1.48607800	0.9891961	0.5095847	3.05528986	1.88766152	−1.93692688	5.66526002
6	0.6959822	0.58787992	1.7968609	−2.29465660	−0.9937021	−1.48608350	0.9883707	0.5164401	3.07199558	−8.68057978	−0.61743654	−1.96298424
7	0.6315080	−0.39080880	2.1960290	2.40797982	−1.1206391	3.41897235	−5.1431949	−0.9214901	−2.53962702	−8.68057609	−0.61744398	−1.96300933
8	1.2045178	0.65966357	−0.7020318	−1.14915000	1.5518567	1.25665993	−8.4468052	1.1202166	−3.24654750	2.29100504	−0.70151323	4.57057840
9	−2.8312966	0.59714525	−2.4652530	−3.73471870	0.2862061	1.44003308	0.9883813	0.5164715	3.07202476	2.29100362	−0.70152426	4.57058216
10	−2.9962649	−0.65808110	−1.9949521	−2.29465600	−0.9936976	−1.48608900	−5.1431979	−0.9214801	−2.53963468	−8.68057385	−0.61743850	−1.96300282