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
Transcript of Carga Viva 1
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