f vs Def - Viga 10m (Analisis Est-lin)
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000 kN 002 kN 004 kN 006 kN 008 kN 010 kN 012 kN 0.000 m 0.050 m 0.100 m 0.150 m 0.200 m 0.250 m 0.300 m FXY - SIMPLE FXY - FXY EMP - EMP
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RELACION ENTRE FUERZA Y DEFORMACION DE UNA VIGA DE 10 METROS DE LONGITUD, ANALIZADO CON ROBOT STRUCTURAL ANALISIS.
Transcript of f vs Def - Viga 10m (Analisis Est-lin)
F vs DEF
Seccion 30x50 - (FXY - SIMPLE)SobrecargaPeso propioCargaDeformacionCarga Deformacion1.00 kN0.027 m-0.617 m1.50 kN0.040 m2.00 kN0.054 m2.50 kN0.067 m3.00 kN0.080 m3.50 kN0.094 m4.00 kN0.107 m4.50 kN0.121 m5.00 kN0.134 m5.50 kN0.148 m6.00 kN0.161 m6.50 kN0.174 m7.00 kN0.188 m7.50 kN0.201 m8.00 kN0.215 m8.50 kN0.228 m9.00 kN0.241 m9.50 kN0.255 m10.00 kN0.268 m
Seccion 30x50 - (FXY - FXY)SobrecargaPeso propioCargaDeformacionCarga Deformacion1.00 kN0.027 m-0.617 m1.50 kN0.040 m2.00 kN0.054 m2.50 kN0.067 m3.00 kN0.080 m3.50 kN0.094 m4.00 kN0.107 m4.50 kN0.121 m5.00 kN0.134 m5.50 kN0.148 m6.00 kN0.161 m6.50 kN0.174 m7.00 kN0.188 m7.50 kN0.201 m8.00 kN0.215 m8.50 kN0.228 m9.00 kN0.241 m9.50 kN0.255 m10.00 kN0.268 m
Seccion 30x50 (EMP - EMP)SobrecargaPeso propioCargaDeformacionCarga Deformacion1.00 kN0.007 m-0.123 m1.50 kN0.010 m2.00 kN0.013 m2.50 kN0.017 m3.00 kN0.020 m3.50 kN0.023 m4.00 kN0.027 m4.50 kN0.030 m5.00 kN0.034 m5.50 kN0.037 m6.00 kN0.040 m6.50 kN0.044 m7.00 kN0.047 m7.50 kN0.050 m8.00 kN0.054 m8.50 kN0.057 m9.00 kN0.060 m9.50 kN0.064 m10.00 kN0.067 m
