Tipo c Concreto
21
JESUS MAGUIÑA LEON TRAMO ORIGEN INTERVALO No Vo Mo AB A 0<=X<=3.4 -14W 30 -170-49W+30X BC C 0<=X<=3.4 -7W 20 -20X-24.5W CD D 0<=X<=7.0 0 WX DE E 0<=X<=3.4 0 0 0 EF F 0<=X<=3.4 0 0 0 BE E 0<=X<=7.0 0 WX -WX^2/2 -WX^2/2
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analisis de portico
Transcript of Tipo c Concreto
ANALISIS
ANALISIS ESTJESUS MAGUIA LEONPOR FLEXIBILIDADGRADO DE HIPERESTATICIDAD=63 EXTERNOS 3 INTERNOSTRAMOORIGENINTERVALONoVoMoN1V1M1N2V2M2N3V3M3N4V4M4N5V5M5N6V6M6ABA0