Page 133 - Civil Engineering Formulas
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Fundamental Mode Fourth Mode Third Mode Second Mode 0.094L 0.356L 0.132L 0.5L L 0.774L 0.644L 350 125 20.0 684 0.0092 0.0180 0.0503 0.315 L 0.5L L L L L 4 4 3 3 L 2 897 502 224 56.0 0.0070 0.0125 0.0281 0.112 0.359L L 0.278L 0.359L L 2
Type of Support Cantilever ω = wL 4 /EI T = EI/wL 4 Simple = ω wL 4 /EI T = EI/wL 4 Fixed ω = wL 4 /EI T = EI/wL 4 Fixed-hinged = ω wL 4 /EI = T EI/wL 4 FIGURE 2.26 of prismatic beams.
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