Obraz (3)

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Stateczność płaskich .ustrojów prętowych

146

Tablica 6-1

<T		s P	d	6	a^1	6^l	a^11	fi"
0.0	(4.000,	) 2.000	6.000	12.000	3.000	3.000	1.000	-1.000	0.000
0.2	095	2.001	5.996	11.952	2.992	2.952	0.987	-1.007	-0.041
0.4	3.979	2.005	5.984	11.808	2.968	2.808	0.946	-1.027	-0.169
0.6	3.952	2.012	5.964	11.568	2.927	2.567	0.877	-1.063	-0.410
0.8	3.914	2.022	5.936	11.231	2.870	2.230	0.777	-1.115	-0.824
1.0	3.865	2.034	5.899	10.799	2.794	1.794	0.642	-1.188	-1.557
1.2	3.804	2.050	5.854	10.269	2.699	1.259	0.467	-1.287	-3.087
1.4	3.732	2.070	5.801	9.642	2.584	0.624	0.241	-1.421	-8.117
1.6	3.647	2.093	5.739	8.918	2.446	-0.114	-0.047	-1.601	54.772
1.8	3.548	2.120	5.668	8.096	2.282	-0.958	-0.420	-1.848	7.715
2.0	3.436	2.152	5.588	7.176	2.088	-1.912	-0.915	-2.200	4.370
2.2	3.309	2.189	5.498	6.157	1.861	-2.979	-1.601	-2.721	3.022
2.4	3.166	2.233	5.399	5.037	1.591	-4.169	-2.620	-3.553	2.198
2.6	3.005	2.283	5.289	3.817	1.270	-5.490	-4.322	-5.044	1.564
2.8	2.825	2.342	5.168	2.496	0.883	-6.957	-7.876	-8.359	0.995
3.0	2.624	2.411	5.036	1.071	0.408	-8.592	-21.046	-21.259	0.428
3.2	2.399	2.492	4.891	-0.457	-0.191	-10.431	54.725	54.819	-0.187
3.4	2.146	2.588	4.734	-2.091	-0.974	-12.534	12.863	13.305	-0.899
3:6	1.862	2.702	4.564	-3.833	-2.059	-15.019	7.295	8.135	-1.776
3.8	1.540	2.838	4.378	-5.684	-3.691	-18.131	4.912	6.211	-2.940
4.0	1.173	3.004	4.177	-7.646	-6.518	-22.518	3.455	5.285	-4.631
4.2	0.751	3.207	3.958	-9.723	-12.947	-30.587	2.362	4.819	-7.467
4.4	0.259	3.462	3.721	-11.918	-45.981	-65.341'	1.421	4.624	-13.624
4.6	-0.323	3.787	3.463	-14.234	44.008	22.848	0.519	4.629	-40.757
4.8	-1.029	4.211	3.182	-16.675	16.207	-6.833	-0.422	4.818	54.647
5.0	-1.909	4.785	2.876	-19.248	10.084	-14.916	-1.479	5.214	16.903
5.2	-3.052	5.592	2.540	-21.959	7.196	-19.844	-2.758	5.886	9.805
5.4	-4.625	6.798	2.172	-24.815	5.365	-2.3.795	-4.435	6.988	6.575
5.6	-6.992	8.759	1.767	-27.827	3.980	-27.380	-6.880	8.871	4.558
5.8	-11.111	12.428	1.317	-31.006	2.791	-30.849	-11.055	12.484	3.043
6.0	-20.638	21.454	0.816	-34.367	1.665	-34.335	-20.618	21.473	1.746
6.2	-74.362	74.617	0.255	-37.931	0.510	-37.930	-74.360	74.618	0.517

Pokazaa\ analizie i rzędu. Ni

sztywnoś dokonać drogą ko rozważań Dla pręt; 6-14a) m

N = ^ gdzie

Pi

Uli

1