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   "texto": "l\n=\nν\n(6.22)",
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   "texto": "y con la fracción de luz de inercia máxima “a” especificada en la propia figura incluida en la tabla.\nLa esbeltez mecánica de cálculo es:",
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   "texto": "Tabla 6.4 Coeficiente C en piezas de sección variable",
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   "texto": "6.3.2.4 Elementos triangulados",
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   "texto": "1\nEn celosías espaciales formadas por perfiles huecos atornillados en sus extremos se tomará co-\nmo longitud de pandeo la distancia entre ejes de nudos para cualquier barra.",
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   "texto": "2\nEn vigas planas trianguladas se tomará como longitud de pandeo:",
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}