CÁLCULO

Tabla cálculo viga biapoyada

VIGA DE MADERA LAMINADA BIAPOYADA CON CARGA UNIFORMEMENTE REPARTIDA

viga biapoyada

DIMENSIONADO VIGAS DE MADERA LAMINADA (cálculo orientativo)

 
Tabla de la sección b/h (mm) Madera laminada   GL 28
Luz (L) 3 3,5 4 4,5 5 5,5 6 7 8 9 10 12
Carga (q) b/h b/h b/h b/h b/h b/h b/h b/h b/h b/h b/h b/h
100 90/137 90/137 90/182 90/182 90/228 90/228 115/228 115/273 140/319 140/364 165/374 165/442
150 90/137 90/182 90/182 90/228 90/228 90/273 115/273 115/319 140/364 140/364 165/408 165/476
200 90/182 90/182 90/228 90/228 90/273 115/273 115/319 115/364 140/364 140/410 165/442 165/510
250 90/182 90/228 90/228 90/273 90/273 115/273 115/319 115/364 140/410 140/455 165/476 165/578
300 90/182 90/228 90/228 90/273 115/273 115/319 115/319 115/410 140/410 140/455 165/510 165/612
350 90/182 90/228 90/273 90/273 115/319 115/319 115/364 140/410 140/455 165/476 165/510 165/612
400 90/228 90/228 90/273 115/273 115/319 115/319 115/364 140/410 140/455 165/476 165/544 165/646
450 90/228 90/228 90/273 115/273 115/319 115/364 115/364 140/410 165/442 165/510 165/544 165/680
500 90/228 90/273 90/273 115/319 115/319 115/364 140/364 140/410 165/442 165/510 165/578 165/680
550 90/228 90/273 115/273 115/319 115/319 115/364 140/364 140/455 165/476 165/544 165/578 165/714
600 90/228 90/273 115/273 115/319 115/364 115/364 140/410 140/455 165/476 165/544 165/612 165/714
650 90/228 90/273 115/273 115/319 115/364 140/364 140/410 140/455 165/510 165/544 165/612 165/748
700 90/228 90/273 115/273 115/319 115/364 140/364 140/410 140/455 165/510 165/578 165/646 165/748
750 90/228 90/273 115/319 115/319 115/364 140/364 140/410 165/442 165/510 165/578 165/646 165/782
800 115/228 115/273 115/319 115/364 115/364 140/410 140/410 165/476 165/510 165/578 165/646 165/782
850 115/228 115/273 115/319 140/319 140/364 140/410 140/410 165/476 165/544 165/612 165/680 212/748
900 115/228 115/273 115/319 140/319 140/364 140/410 140/455 165/476 165/544 165/612 165/680 212/748
950 115/228 115/273 115/319 140/319 140/364 140/410 165/408 165/476 165/544 165/612 165/680 212/782
1000 115/228 115/273 140/319 140/364 140/364 140/410 165/408 165/476 165/544 165/646 212/646 212/782
1100 115/273 115/319 140/319 140/364 140/410 140/455 165/442 165/510 165/578 165/646 212/680 212/816
1200 115/273 115/319 140/319 140/364 140/410 140/455 165/442 165/510 165/612 165/680 212/680 212/816
1300 115/273 115/319 140/319 140/364 140/410 165/442 165/476 165/544 165/612 165/680 212/714 212/850
1400 115/273 115/319 140/319 140/364 140/410 165/442 165/476 165/544 165/612 212/680 212/714 212/850
1500 115/273 115/319 140/364 140/410 165/408 165/442 165/510 165/578 165/646 212/680 212/748 212/884
1600 115/273 115/319 140/364 140/410 165/408 165/442 165/510 165/578 165/646 212/680 212/748 212/918
1700 140/273 140/319 140/364 140/410 165/442 165/476 165/510 165/612 165/680 212/714 212/782 212/918
1800 140/273 140/319 140/364 140/410 165/442 165/476 165/510 165/612 165/680 212/714 212/816 212/952
1900 140/273 140/319 140/364 140/410 165/442 165/476 165/544 165/612 165/714 212/748 212/816 212/986
2000 140/319 140/364 140/410 165/408 165/442 165/510 165/544 165/646 165/714 212/748 212/850 212/1020
Limitación de flecha: L/f 300
Clase de Servicio: Clase 1
Hipótesis de Cálculo: 50% Cargas Permanentes, 50% Cargas Temporales
  Cargas sin coeficientes parciales de mayoración de acciones