CARGA MUERTAUNIDAD GLOBAL[KN]PP=CM=0.650.650.650.650.650.65CV=2222212.511111111111PP=CM=4.396.616.616.616.616.61CV=Reaccion=41.34[KN]DIAGRAMA DE MOMENTOS INICIAL36.3101.64152.46188.76210.54217.836.329.0421.7814.527.260ESFUERZOS SOBRE CORDONESESFUERZO AXIAL ESFUERZO CORTEESFUERZO FLECTORN1=36.3=14.52[KN]N1=36.3=18.15[KN]M 1-a=18.15[KN-m]2.52M 1-b=18.15[KN-m]N2=101.64=40.656[KN]N2=29.04=14.52[KN]M 2-b=14.52[KN-m]2.52M 2-c=14.52[KN-m]N3=152.46=60.984[KN]N3=21.78=10.89[KN]M 3-c=10.89[KN-m]2.52M 3-d=10.89[KN-m]N4=188.76=75.504[KN]N4=14.52=7.26[KN]M 4-d=7.26[KN-m]2.52M 4-e=7.26[KN-m]N5=210.54=84.216[KN]N5=7.26=3.63[KN]M 5-e=3.63[KN-m]2.52M 5-f=3.63[KN-m]N6=217.8=87.12[KN]N6=0=0[KN]M 6-f=0[KN-m]2.52ESFUERZOS SOBRE MONTANTESESFUERZO FLECTORESFUERZO CORTEESFUERZO AXIAL M ax=18.15[KN-m]Q ax=14.52[KN]N ax=18.8[KN]M bw=32.67[KN-m]Q bw=26.136[KN]N bw=-2.98[KN]M cv=25.41[KN-m]Q cv=20.328[KN]N cv=-2.98[KN]M du=18.15[KN-m]Q du=14.52[KN]N du=-2.98[KN]M ef=10.89[KN-m]Q ef=8.712[KN]N ef=-2.98[KN]M fs=3.63[KN-m]Q fs=2.904[KN]N fs=-2.98[KN]CUADRO RESUMEN DE SOLICITACIONESAPOYOTRAMO CENTRALCORDONDESCORDONDESM max=18.15[KN-m]M max=0[KN-m]Q max=18.15[KN]Q max=0[KN]N max=14.52[KN]N max=87.12[KN]

PESO PROPIOUNIDAD GLOBAL[KN]24[KN/m3]PP=5.046.966.966.966.966.96CM=CV=sec0.20.5CS222221sec0.20.45MONT2.5sec0.20.4MONTsec0.20.6MONT11111111111sec0.20.5CIPP=5.046.966.966.966.966.96CM=CV=Reaccion=79.68[KN]DIAGRAMA DE MOMENTOS INICIAL69.6194.88292.32361.92403.68417.669.655.6841.7627.8413.920.00ESFUERZOS SOBRE CORDONESESFUERZO AXIAL ESFUERZO CORTEESFUERZO FLECTORN1=69.6=27.84[KN]N1=69.6=34.8[KN]M 1-a=34.8[KN-m]2.52M 1-b=34.8[KN-m]N2=194.88=77.952[KN]N2=55.68=27.84[KN]M 2-b=27.84[KN-m]2.52M 2-c=27.84[KN-m]N3=292.32=116.928[KN]N3=41.76=20.88[KN]M 3-c=20.88[KN-m]2.52M 3-d=20.88[KN-m]N4=361.92=144.768[KN]N4=27.84=13.92[KN]M 4-d=13.92[KN-m]2.52M 4-e=13.92[KN-m]N5=403.68=161.472[KN]N5=13.92=6.96[KN]M 5-e=6.96[KN-m]2.52M 5-f=6.96[KN-m]N6=417.6=167.04[KN]N6=0=0.00[KN]M 6-f=0.00[KN-m]2.52ESFUERZOS SOBRE MONTANTESESFUERZO FLECTORESFUERZO CORTEESFUERZO AXIAL M ax=34.8[KN-m]Q ax=27.84[KN]N ax=39.84[KN]M bw=62.64[KN-m]Q bw=50.112[KN]N bw=0[KN]M cv=48.72[KN-m]Q cv=38.976[KN]N cv=0[KN]M du=34.8[KN-m]Q du=27.84[KN]N du=0[KN]M ef=20.88[KN-m]Q ef=16.704[KN]N ef=0[KN]M fs=6.96[KN-m]Q fs=5.568[KN]N fs=0[KN]CUADRO RESUMEN DE SOLICITACIONESAPOYOTRAMO CENTRALCORDONDESCORDONDESM max=34.8[KN-m]M max=0.00[KN-m]Q max=34.8[KN]Q max=0.00[KN]N max=27.84[KN]N max=167.04[KN]

CARGA VIVAUNIDAD GLOBAL[KN]0.864PP=0.61.44CM=CV=0.8641.441.441.441.441.442222212.511111111111PP=CM=CV=5.99.849.849.849.849.84Reaccion=63.164[KN]DIAGRAMA DE MOMENTOS INICIAL56.4157.92236.88293.28327.12338.456.445.1233.8422.5611.280ESFUERZOS SOBRE CORDONESESFUERZO AXIAL ESFUERZO CORTEESFUERZO FLECTORN1=56.4=22.56[KN]N1=56.4=28.2[KN]M 1-a=28.2[KN-m]2.52M 1-b=28.2[KN-m]N2=157.92=63.168[KN]N2=45.12=22.56[KN]M 2-b=22.56[KN-m]2.52M 2-c=22.56[KN-m]N3=236.88=94.752[KN]N3=33.84=16.92[KN]M 3-c=16.92[KN-m]2.52M 3-d=16.92[KN-m]N4=293.28=117.312[KN]N4=22.56=11.28[KN]M 4-d=11.28[KN-m]2.52M 4-e=11.28[KN-m]N5=327.12=130.848[KN]N5=11.28=5.64[KN]M 5-e=5.64[KN-m]2.52M 5-f=5.64[KN-m]N6=338.4=135.36[KN]N6=0=0[KN]M 6-f=0[KN-m]2.52ESFUERZOS SOBRE MONTANTESESFUERZO FLECTORESFUERZO CORTEESFUERZO AXIAL M ax=28.2[KN-m]Q ax=22.56[KN]N ax=29.064[KN]M bw=50.76[KN-m]Q bw=40.608[KN]N bw=-4.2[KN]M cv=39.48[KN-m]Q cv=31.584[KN]N cv=-3.6[KN]M du=28.2[KN-m]Q du=22.56[KN]N du=-2.76[KN]M ef=16.92[KN-m]Q ef=13.536[KN]N ef=-4.2[KN]M fs=5.64[KN-m]Q fs=4.512[KN]N fs=-4.2[KN]CUADRO RESUMEN DE SOLICITACIONESAPOYOTRAMO CENTRALCORDONDESCORDONDESM max=28.2[KN-m]M max=0[KN-m]Q max=28.2[KN]Q max=0[KN]N max=22.56[KN]N max=135.36[KN]

SERVICIOUNIDAD GLOBAL[KN]PP=5.046.966.966.966.966.96CM=0.650.650.650.650.650.65CV=0.8641.441.441.441.441.442222212.511111111111PP=5.046.966.966.966.966.96CM=4.396.616.616.616.616.61CV=5.99.849.849.849.849.84Reaccion=184.184[KN]368.368DIAGRAMA DE MOMENTOS INICIAL162.3454.44681.66843.96941.34973.8162.3129.8497.3864.9232.460ESFUERZOS SOBRE CORDONESESFUERZO AXIAL ESFUERZO CORTEESFUERZO FLECTORN1=162.3=64.92[KN]N1=162.3=81.15[KN]M 1-a=81.15[KN-m]2.52M 1-b=81.15[KN-m]N2=454.44=181.776[KN]N2=129.84=64.92[KN]M 2-b=64.92[KN-m]2.52M 2-c=64.92[KN-m]N3=681.66=272.664[KN]N3=97.38=48.69[KN]M 3-c=48.69[KN-m]2.52M 3-d=48.69[KN-m]N4=843.96=337.584[KN]N4=64.92=32.46[KN]M 4-d=32.46[KN-m]2.52M 4-e=32.46[KN-m]N5=941.34=376.536[KN]N5=32.46=16.23[KN]M 5-e=16.23[KN-m]2.52M 5-f=16.23[KN-m]N6=973.8=389.52[KN]N6=0=0[KN]M 6-f=0[KN-m]2.52ESFUERZOS SOBRE MONTANTESESFUERZO FLECTORESFUERZO CORTEESFUERZO AXIAL M ax=81.15[KN-m]Q ax=64.92[KN]N ax=87.704[KN]M bw=146.07[KN-m]Q bw=116.856[KN]N bw=-7.18[KN]M cv=113.61[KN-m]Q cv=90.888[KN]N cv=-7.18[KN]M du=81.15[KN-m]Q du=64.92[KN]N du=-7.18[KN]M ef=48.69[KN-m]Q ef=38.952[KN]N ef=-7.18[KN]M fs=16.23[KN-m]Q fs=12.984[KN]N fs=-7.18[KN]CUADRO RESUMEN DE SOLICITACIONESAPOYOTRAMO CENTRALCORDONDESCORDONDESM max=81.15[KN-m]M max=0[KN-m]Q max=81.15[KN]Q max=0[KN]N max=64.92[KN]N max=389.52[KN]RESUMEN SOLICITACIONES TRAMO DE APOYOCMPPCVSERVM max=18.1534.828.281.1530.683.55Q max=18.1534.828.281.1530.683.55N max=14.5227.8422.5664.9224.4866.84RESUMEN SOLICITACIONES A MEDIO TRAMOCMPPCVSERVM max=00.0000.00Q max=00.0000.00N max=87.12167.04135.36389.52peso barandaA1=503A2=403placa=502A1=0.000265119[m3]A2=0.0010159911[m3]A3=0.000116[m3]P=0.1096731404

solicitacion VT,VA00.40.81.21.622.4M pp00.290.460.520.460.2900.72M cm01.923.073.463.071.9204.8M cv03.285.255.905.253.2808.2M viento-1.86-1.4183333333-0.9766666667-0.535-0.09333333330.34833333330.79M serv-1.864.06966666677.80413333339.34348.68746666675.83633333330.7900.40.81.21.622.4M serv-1.864.06966666677.80413333339.34348.68746666675.83633333330.79-2.65x=-1.684528301900.40.81.21.622.4M pp00.220.350.390.350.2200.54M cv00.801.281.441.280.8002M viento-2.33-1.385-0.440.5051.452.3953.34M serv-2.33-0.3691.18562.33383.07563.4113.3400.40.81.21.622.4M serv-2.33-0.3691.18562.33383.07563.4113.34-5.67x=-0.986243386200.40.81.21.622.4-1.864.06966666666666657.80413333333333279.3433999999999998.6874666666666625.83633333333333140.7900.40.81.21.622.4-2.33-0.368999999999999991.18562.33379999999999973.07559999999999973.41100000000000053.34