TABLES B.5 B.8

Table B.5: Three-span beam.

First and second eigenfunctions
First Span
?	X ₁	X ? ₁	X ? ₁	X ? ? ₁	X ₂	X ? ₂	X ? ₂	X ? ? ₂
0	0.000	0.000	11.35	?41.57	0.000	0.000	25.07	?106.3	1
0.05	0.0133	0.5153	9.269	?41.54	0.0291	1.121	19.76	?106.1	0.95
0.1	0.0498	0.9269	7.197	?41.30	0.1076	1.976	14.47	?105.1	0.90
0.15	0.1042	1.235	5.145	?40.69	0.2223	2.569	9.280	?102.3	0.85
0.2	0.1716	1.442	3.136	?39.59	0.3603	2.907	4.280	?97.33	0.80
0.25	0.2468	1.550	1.196	?37.92	0.509	3.003	?0.4117	?89.92	0.75
0.3	0.3250	1.563	?0.6461	?39.79	0.6568	2.874	?4.670	?79.97	0.70
0.35	0.4017	1.488	?2.358	?39.73	0.793	2.545	?8.368	?67.58	0.65
0.4	0.4725	1.330	?3.909	?29.23	0.9085	2.048	?11.39	?53.03	0.60
0.45	0.5335	1.100	?5.272	?25.20	0.9956	1.419	?13.64	?36.74	0.55
0.5	0.5814	0.8066	?6.422	?20.73	1.049	0.6978	?15.05	?19.26	0.50
0.55	0.6133	0.4616	?7.340	?15.94	1.065	?0.0710	?15.56	?1.174	0.45
0.6	0.6269	0.0767	?8.013	?10.97	1.042	?0.8428	?15.16	16.85	0.40
0.65	0.6205	?0.3355	?8.436	?5.968	0.981	?1.573	?13.88	34.15	0.35
0.7	0.5931	?0.7627	?8.612	?1.101	0.8858	?2.217	?11.77	50.12	0.30
0.75	0.5442	?1.193	?8.551	3.461	0.7614	?2.737

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Formulas for Structural Dynamics: Tables, Graphs and Solutions