carga viva 1

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CARGA VIVA 1 (EJE A LLENO DE 9-10) TRAMOS DISTANCI AS BASE ALTURA INERCIA RIGIDEZ CARGAS AD 4 0.3 0.4 0.0016 0.0004 0 DG 3.2 0.3 0.4 0.0016 0.0005 0 GH 3 0.3 0.6 0.0054 0.0018 236.25 DE 3 0.3 0.6 0.0054 0.0018 1140 BE 4 0.3 0.8 0.0128 0.0032 0 EH 3.2 0.3 0.8 0.0128 0.004 0 HI 7 0.3 0.6 0.0054 0.000771 43 0 EF 7 0.3 0.6 0.0054 0.000771 43 0 CF 4 0.3 0.8 0.0128 0.0032 0 FI 3.2 0.3 0.8 0.0128 0.004 0 NUDOS TRAMOS F. DISTRIBU M. DE EMPOT NUDO A AD 0 0 NUDO B BE 0 0 NUDO C CF 0 0 NUDO D DA 0.148148 15 0 DE 0.666666 67 -855 DG 0.185185 19 0 NUDO E EB 0.327485 38 0 EH 0.409356 73 0 ED 0.184210 53 855

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carga viva

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CARGA VIVA 1 (EJE A LLENO DE 9-10)

TRAMOSDISTANCIASBASEALTURAINERCIARIGIDEZCARGAS

AD40.30.40.00160.00040

DG3.20.30.40.00160.00050

GH30.30.60.00540.0018236.25

DE30.30.60.00540.00181140

BE40.30.80.01280.00320

EH3.20.30.80.01280.0040

HI70.30.60.00540.000771430

EF70.30.60.00540.000771430

CF40.30.80.01280.00320

FI3.20.30.80.01280.0040

NUDOSTRAMOSF. DISTRIBUM. DE EMPOT

NUDO AAD00

NUDO BBE00

NUDO CCF00

NUDO DDA0.148148150

DE0.66666667-855

DG0.185185190

NUDO EEB0.327485380

EH0.409356730

ED0.18421053855

EF0.078947370

NUDO FFE0.096774190

FI0.501792110

FC0.401433690

NUDO GGD0.21739130

GH0.7826087-177.1875

NUDO HHG0.27391304177.1875

HI0.11739130

HE0.608695650

NUDO IIH0.161676650

IF0.838323350