calculos estructurales
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CALCULOS estructuralesCALCULOS estructuralesCALCULOS estructuralesTRANSCRIPT
Análisis de Viga Continua 5
Tramo 1 2 3
Luz (m) 4.25 4.25 4.25
EI (tm2) 1.00 1.00 1.00
(t/m) 0.190 0.190 0.190
(t/m) 0.095
(t/m) 0.428 0.266 0.266
Mi (tm) 0.000 -0.675 -0.432
Mj (tm) -0.675 -0.432 0.000
M centro del tramo (tm) 0.628 0.047 0.385
Vi (t) 0.7496 0.622 0.667
Vj (t) -1.067 -0.508 -0.464
x (m) 1.754 2.340 2.507
M(x) (tm) 0.657 0.053 0.404
Tramo 1 2 3
Luz (m) 4.25 4.25 4.25
EI (tm2) 1.00 1.00 1.00
(t/m) 0.190 0.190 0.190
(t/m) 0.095 0.095
(t/m) 0.428 0.428 0.266
Mi (tm) 0.000 -0.821 -0.578
Mj (tm) -0.821 -0.578 0.000
M centro del tramo (tm) 0.555 0.266 0.312
Vi (t) 0.7153 0.966 0.701
Vj (t) -1.102 -0.851 -0.429
x (m) 1.673 2.259 2.636
M(x) (tm) 0.598 0.270 0.346
0.657 0.053 -0.6750.328 0.339 -0.6260.404 0.053 -0.4320.598 0.270 -0.8210.346 0.270 -0.5780.677 -0.026 -0.626
wD
wL
w total = 1.4 wD + 1.7 wL
wD
wL
w total = 1.4 wD + 1.7 wL
MAX 0.677 MAX 0.339 MIN
Tramo 1 2 3 Tramo
Luz (m) 4.25 4.25 4.25 Luz
EI (tm2) 1.00 1.00 1.00 EI
(t/m) 0.190 0.190 0.190
(t/m) 0.095
(t/m) 0.266 0.428 0.266
Mi (tm) 0.000 -0.626 -0.626 Mi
Mj (tm) -0.626 -0.626 0.000 Mj
M centro del tramo (tm) 0.287 0.339 0.287 M centro del tramo
Vi (t) 0.4179 0.908 0.713 Vi
Vj (t) -0.713 -0.908 -0.418 Vj
x (m) 1.571 2.125 2.679 x
M(x) (tm) 0.328 0.339 0.328 M(x)
Tramo 1 2 3 Tramo
Luz (m) 4.25 4.25 4.25 Luz
EI (tm2) 1.00 1.00 1.00 EI
(t/m) 0.190 0.190 0.190
(t/m) 0.095 0.095
(t/m) 0.266 0.428 0.428
Mi (tm) 0.000 -0.578 -0.821 Mi
Mj (tm) -0.578 -0.821 0.000 Mj
M centro del tramo (tm) 0.312 0.266 0.555 M centro del tramo
Vi (t) 0.4293 0.851 1.102 Vi
Vj (t) -0.701 -0.966 -0.715 Vj
x (m) 1.614 1.991 2.577 x
M(x) (tm) 0.346 0.270 0.598 M(x)
wD wD
wL wL
w total = 1.4 wD + 1.7 wL w total = 1.4 wD + 1.7 wL
wD wD
wL wL
w total = 1.4 wD + 1.7 wL w total = 1.4 wD + 1.7 wL
-0.821
Tramo 1 2 3
(m) 4.25 4.25 4.25
(tm2) 1.00 1.00 1.00
(t/m) 0.190 0.190 0.190
(t/m) 0.095
(t/m) 0.266 0.266 0.428
(tm) 0.000 -0.432 -0.675
(tm) -0.432 -0.675 0.000
(tm) 0.385 0.047 0.628
(t) 0.4636 0.508 1.067
(t) -0.667 -0.622 -0.750
(m) 1.743 1.910 2.496
(tm) 0.404 0.053 0.657
Tramo 1 2 3
(m) 4.25 4.25 4.25
(tm2) 1.00 1.00 1.00
(t/m) 0.190 0.190 0.190
(t/m) 0.095 0.095
(t/m) 0.428 0.266 0.428
(tm) 0.000 -0.626 -0.626
(tm) -0.626 -0.626 0.000
(tm) 0.652 -0.026 0.652
(t) 0.7611 0.565 1.056
(t) -1.056 -0.565 -0.761
(m) 1.780 2.125 2.470
(tm) 0.677 -0.026 0.677