Analysis of Beam-Column Designs by Varying Axial Load with Internal Forces and Bending Rigidity Using a New Soft Computing Technique

Table 7

Trained neurons obtained by LeNN-NM algorithm for Problems 1–3.

Problem 1			Problem 2			Problem 3
Index
1	0.095393	−0.00751	0.360046	−0.08189	−1.87335	−0.25355	0.301072	0.050994	0.081955
2	−0.04063	−0.03902	0.093106	−0.59112	0.017422	−1.02846	0.11172	0.147113	−0.32471
3	0.094272	−0.04154	0.552728	0.024504	−0.42908	−0.05271	0.070749	−0.85036	1.372923
4	−0.04037	−0.0194	0.160012	−0.52688	−0.72334	0.014351	0.121341	0.712113	0.608768
5	−0.12942	−0.08346	−0.25919	0.109931	−0.78767	−0.5388	−0.01146	−0.09546	0.091558
6	0.022929	−0.11285	0.087927	0.042851	−0.66665	−0.29808	0.463903	0.224941	−0.46237
7	−0.05836	−0.09943	−0.02973	−0.01336	0.132638	−0.02625	0.729139	−0.04045	0.176563
8	−0.00019	−0.02121	0.319345	−0.02041	−0.04962	−0.80236	0.4657	0.061354	0.227969
9	0.266188	−0.0298	0.570869	0.270267	−0.27792	−0.35499	0.717546	0.043049	−0.3886
10	−0.01207	0.1319	−0.11928	0.125709	0.131585	−0.75108	0.012412	0.138911	0.165863
11	−0.00597	0.009826	−0.1375	−0.36437	−0.18466	−0.93043	0.511784	0.103503	−0.37962