Ms Tower

Hoja1CARGAS DE VIENTO EN EL APOYO DE TORRE DIRECCIONN CARGAFxFyFzDE VIENTO1806400.4150.4619.319-0.6980.38851.201-1.245-1.065-4.364RES. MAX.-1.528-0.21766.1562406600.750.2329.683350-0.889-0.78173.8711700-0.525-0.689-0.2RES. MAX.-0.664-1.23883.3543006800.6160.2727.6581155-0.771-0.98163.068-0.137-0.4665.171RES. MAX.-0.292-1.17575.8978496.83995922538.496839959215.4968399592CARGAS DE VIENTO EN LOS PEDESTALESDIRECCIONN CARGANODOFx(KN)Fy(KN)Fz(KN)136.5157.5DE VIENTO152.9051987768120560905-13.58323.314233.909240600915-13.842-23.683236.9384061.1620795107105050093526.347-1.438229.282105063CARGA MUERTA DE LA TORRE400105EQUIPOSN E.P./EP/ PARCIAL115561.1620795107ROLADANA2200400150 RF2155115522510584MW5301501930210052.5RRU9252252465P.E.(Kg)1930439552.5P.P.T.(Kg)2465105021001050C.M.TOTAL43954.40.00105014651.47

-13.583-1.384607543323.3142.3765545362233.90923.8439347604-13.842-1.4110091743-23.683-2.4141692151236.9324.151885830826.3472.6857288481-1.438-0.1465851172229.28223.3722731906000

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