Arreglo de Acero Viga

Arreglo_acero de refb=35.00cms.T.M.A=3/4plgs.Tamao mx. del agregado.v Estribos#4=1.27cms.Dimetro estriboRecub. Sup.= cms.Rec. Libre a pao de estribo sup.Recub. Inf.=2.25cms.Rec. Libre a pao de estribo inf.Recub. Lat.=2.00cms.r'i=3.52cms.ri=3.52cms.

d =43.94cms.

********************************* Distribucin de Refuerzo TRAMO IZQ.***********************************************ACERO A COMPRESION# var1# var2# var3dist disp.dist. vars.Lista 2Dimetrorea3 Capa000000028.460cm.**OK**TRUE00.00 cm0.00 cm22 Capa000000028.460cm.**OK**TRUE#20.64 cm0.32 cm21 Capa2#40000225.9225.92cm.**OK**TRUE#30.95 cm0.71 cm2#41.27 cm1.27 cm2Acero (A's) req. :0.00cm2.Y'cg4.155cm.(r'sup.)#51.59 cm1.98 cm2Acero (A's) sum.:2.54cm2.**OK**TRUE#61.90 cm2.85 cm2#82.54 cm5.07 cm2

ACERO A TENSION# var1# var2# var3dist disp.dist. vars.3 Capa000000028.460cm.**OK**TRUE2 Capa3#50000323.6911.85cm.**OK**TRUE1 Capa5#50000520.515.13cm.**OK**TRUE

As Total cal. (As +As):14.17cm2.Ycg=5.864cm.Acero (As) sum.:15.84cm2.**OK**TRUE

***************************** DISTRIBUCION DE REFUERZO A's ***************************************0.000.000.00a10.00a20.00a30.000.000.000.00y19.87y28.60y38.600.000.000.00a10.00a20.00a30.000.000.000.00Y'cg4.155cm.(r'sup.)ponderados :10.55y17.33y26.06y36.061.270.000.00a12.54a20.00a30.001.270.000.00y14.16y23.52y33.52

Distancia entre vars. paralelas:Lvars.1=1.5* var. Lvars.1 =1.91cmLvars.2=1.5 *T.M.ALvars.2 =2.86cmDistancia req. entre vars. =Lvars. =2.86cmAncho mnimo de la viga :3 Capabmin. =6.5cm.**OK**TRUEb=2*rlat.+2*est+(# vars.-1)*eh+(#vars.*var.)2 Capabmin. =6.5cm.**OK**TRUE1 Capabmin. =35.0cm.**OK**TRUE

***************************** DISTRIBUCION DE REFUERZO As ***************************************0.000.000.00a10.00a20.00a30.000.000.000.00Acero (As) req. :12.09cm2.y111.78y28.60y38.60Acero mn. (Asmn.):3.22cm2.1.980.000.00Acero mx. (Asmx.):14.17cm2.ponderados :92.88a15.94a20.00a30.001.590.000.00y18.45y26.06y36.061.980.000.00 =0.01030a19.90a20.00a30.001.590.000.00Ycg=5.864cm.y14.32y23.52y33.52


********************************* Distribucin de Refuerzo TRAMO CENTRAL ***********************************************ACERO A COMPRESION# var1# var2# var3dist disp.dist. vars.3 Capa000000028.460cm.**OK**TRUELista 2Dimetrorea2 Capa000000028.460cm.**OK**TRUE00.00 cm0.00 cm21 Capa3#41#300423.707.90cm.**OK**TRUE#20.64 cm0.32 cm2#30.95 cm0.71 cm2Y'cg4.130cm.(r'sup.)#41.27 cm1.27 cm2#51.59 cm1.98 cm2ACERO A TENSION#61.90 cm2.85 cm2# var1# var2# var3dist disp.dist. vars.#82.54 cm5.07 cm23 Capa000000028.460cm.**OK**TRUE2 Capa5#50000520.515.13cm.**OK**TRUE1 Capa5#50000520.515.13cm.**OK**TRUE

Ycg=6.380cm.

***************************** DISTRIBUCION DE REFUERZO A's ***************************************0.000.000.00a10.00a20.00a30.000.000.000.00Acero (A's) req. :2.78cm2.y19.87y29.55y38.60Acero (A's) sum.:4.52cm2.**OK**TRUE0.000.000.00a10.00a20.00a30.000.000.000.00Y'cg4.130cm.(r'sup.)ponderados :18.67y17.33y27.01y36.061.270.710.00a13.81a20.71a30.001.270.950.00y14.16y24.00y33.52


***************************** DISTRIBUCION DE REFUERZO As ***************************************0.000.000.00a10.00a20.00a30.000.000.000.00Acero (As) req. :16.79cm2.y111.78y28.60y38.60Acero mn. (Asmn.):3.18cm2.1.980.000.00Acero mx. (Asmx.):14.01cm2.ponderados :126.32a19.90a20.00a30.00As Total cal. (As +As):16.79cm2.1.590.000.00Acero (As) sum.:19.80cm2.**OK**TRUEy18.45y26.06y36.061.980.000.00 =0.01287a19.90a20.00a30.001.590.000.00Ycg=6.380cm.y14.32y23.52y33.52


********************************* Distribucin de Refuerzo TRAMO DERECHO ***********************************************ACERO A COMPRESION# var1# var2# var3dist disp.dist. vars.3 Capa000000028.460cm.**OK**TRUELista 2Dimetrorea2 Capa000000028.460cm.**OK**TRUE00.00 cm0.00 cm21 Capa2#40000225.9225.92cm.**OK**TRUE#20.64 cm0.32 cm2#30.95 cm0.71 cm2Y'cg4.155cm.(r'sup.)#41.27 cm1.27 cm2#51.59 cm1.98 cm2ACERO A TENSION#61.90 cm2.85 cm2# var1# var2# var3dist disp.dist. vars.#82.54 cm5.07 cm23 Capa000000028.460cm.**OK**TRUE2 Capa2#51#300324.3312.17cm.**OK**TRUE1 Capa5#50000520.515.13cm.**OK**TRUE

Ycg=5.546cm.

***************************** DISTRIBUCION DE REFUERZO A's ***************************************0.000.000.00a10.00a20.00a30.000.000.000.00Acero (A's) req. :0.00cm2.y19.87y28.60y38.60Acero (A's) sum.:2.54cm2.**OK**TRUE0.000.000.00a10.00a20.00a30.000.000.000.00Y'cg4.155cm.(r'sup.)ponderados :10.55y17.33y26.06y36.061.270.000.00a12.54a20.00a30.001.270.000.00y14.16y23.52y33.52


***************************** DISTRIBUCION DE REFUERZO As ***************************************0.000.000.00a10.00a20.00a30.000.000.000.00Acero (As) req. :11.98cm2.y111.78y29.55y38.60Acero mn. (Asmn.):3.24cm2.1.980.710.00Acero mx. (Asmx.):14.27cm2.ponderados :80.80a13.96a20.71a30.00As Total cal. (As +As):14.27cm2.1.590.950.00Acero (As) sum.:14.57cm2.**OK**TRUEy18.45y26.54y36.061.980.000.00 =0.00947a19.90a20.00a30.001.590.000.00Ycg=5.546cm.y14.32y23.52y33.52


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Arreglo de Acero Viga