Download - Arm Estribos
Hoja1CALCULO DE LA ARMADURA DE ESTRIBOSVIGA 1aDatosbw =15cmd =37cmV =3616KgVd =5785.6Kgfcd =140Kg/cm2fyd =3652.17Kg/cm2Calculos=>fvd=5.92Kg/cm2Calculo del maximo esfuerzo que resiste seccion transversal=>Vcu=3283.42kgVerificamos5785.63283.42NO CUMPLE=>Vou=23310.00kg3283.425785.623310.00OK!!Entonces Calculamos la armadura mnima=>Asqo=2.06cm2=>Amin=1.15cm2Para 2 piernas2.06/ 2 =1.03cm^2/mAdoptando barras de 5mm=>A =0.196cm^21.03/ 0,196 =5.2485159385redondeando al mayor6barrasEspaciamiento100 /5=20cmPero por espaciamiento maximo ptimoColocamos 20 cmARMADURA ASUMIDA6 5 mmC /20 cmVIGA 2aDatosbw =15cmd =37cmV =2543KgVd =4068.8Kgfcd =140Kg/cm2fyd =3652.17Kg/cm2Calculos=>fvd=5.92Kg/cm2Calculo del maximo esfuerzo que resiste seccion transversal=>Vcu=3283.42kgVerificamos4068.83283.42NO CUMPLE=>Vou=23310.00kg3283.424068.823310.00OK!!Armadura=>Asqo=0.65cm2=>Amin=1.15cm2Para 2 piernas1.15/ 2 =0.58cm^2/mAdoptando barras de 5mm=>A =0.196cm^20.58/ 0,196 =2.9336766126redondeando al mayor3barrasEspaciamiento100 /2=50cmPero por espaciamiento maximo ptimoColocamos 20 cmARMADURA ASUMIDA6 5 mmC /20 cmVIGA 3aDatosbw =15cmd =37cmV =2272KgVd =3635.2Kgfcd =140Kg/cm2fyd =3652.17Kg/cm2Calculos=>fvd=5.92Kg/cm2Calculo del maximo esfuerzo que resiste seccion transversal=>Vcu=3283.42kgVerificamos3635.23283.42NO CUMPLE=>Vou=23310.00kg3283.423635.223310.00OK!!Armadura=>Asqo=0.29cm2=>Amin=1.15cm2Para 2 piernas1.15/ 2 =0.58cm^2/mAdoptando barras de 5mm=>A =0.196cm^20.58/ 0,196 =2.9336766126redondeando al mayor3barrasEspaciamiento100 /2=50cmPero por espaciamiento maximo ptimoColocamos 20 cmARMADURA ASUMIDA6 5 mmC /20 cmVIGA 4aDatosbw =15cmd =37cmV =3022KgVd =4835.2Kgfcd =140Kg/cm2fyd =3652.17Kg/cm2Calculos=>fvd=5.92Kg/cm2Calculo del maximo esfuerzo que resiste seccion transversal=>Vcu=3283.42kgVerificamos4835.23283.42NO CUMPLE=>Vou=23310.00kg3283.424835.223310.00OK!!Armadura=>Asqo=1.28cm2=>Amin=1.15cm2Para 2 piernas1.28/ 2 =0.64cm^2/mAdoptando barras de 5mm=>A =0.196cm^20.64/ 0,196 =3.2549750743redondeando al mayor4barrasEspaciamiento100 /3=33cmPero por espaciamiento maximo ptimoColocamos 20 cmARMADURA ASUMIDA6 5 mmC /20 cmVIGA 1bDatosbw =15cmd =37cmV =3617KgVd =5787.2Kgfcd =140Kg/cm2fyd =3652.17Kg/cm2Calculos=>fvd=5.92Kg/cm2Calculo del maximo esfuerzo que resiste seccion transversal=>Vcu=3283.42kgVerificamos5787.23283.42NO CUMPLE=>Vou=23310.00kg3283.425787.223310.00OK!!Armadura=>Asqo=2.06cm2=>Amin=1.15cm2Para 2 piernas2.06/ 2 =1.03cm^2/mAdoptando barras de 5mm=>A =0.196cm^21.03/ 0,196 =5.2518720679redondeando al mayor6barrasEspaciamiento100 /5=20cmPero por espaciamiento maximo ptimoColocamos 20 cmARMADURA ASUMIDA6 5 mmC /20 cmVIGA 2bDatosbw =15cmd =37cmV =3346KgVd =5353.6Kgfcd =140Kg/cm2fyd =3652.17Kg/cm2Calculos=>fvd=5.92Kg/cm2Calculo del maximo esfuerzo que resiste seccion transversal=>Vcu=3283.42kgVerificamos5353.63283.42NO CUMPLE=>Vou=23310.00kg3283.425353.623310.00OK!!Armadura=>Asqo=1.70cm2=>Amin=1.15cm2Para 2 piernas1.70/ 2 =0.85cm^2/mAdoptando barras de 5mm=>A =0.196cm^20.85/ 0,196 =4.3423610002redondeando al mayor5barrasEspaciamiento100 /4=25cmPero por espaciamiento maximo ptimoColocamos 20 cmARMADURA ASUMIDA6 5 mmC /20 cmVIGA 3bDatosbw =15cmd =37cmV =947KgVd =1515.2Kgfcd =140Kg/cm2fyd =3652.17Kg/cm2Calculos=>fvd=5.92Kg/cm2Calculo del maximo esfuerzo que resiste seccion transversal=>Vcu=3283.42kgVerificamos1515.23283.42OKArmadura=>Amin=1.15cm2Para 2 piernas1.15/ 2 =0.58cm^2/mAdoptando barras de 5mm=>A =0.196cm^20.58/ 0,196 =2.9336766126redondeando al mayor3barrasEspaciamiento100 /2=50cmPero por espaciamiento maximo ptimoColocamos 20 cmARMADURA ASUMIDA6 5 mmC /20 cmVIGA 4bDatosbw =15cmd =37cmV =1451KgVd =2321.6Kgfcd =140Kg/cm2fyd =3652.17Kg/cm2Calculos=>fvd=5.92Kg/cm2Calculo del maximo esfuerzo que resiste seccion transversal=>Vcu=3283.42kgVerificamos2321.63283.42OKArmadura=>Amin=1.15cm2Para 2 piernas1.15/ 2 =0.58cm^2/mAdoptando barras de 5mm=>A =0.196cm^20.58/ 0,196 =2.9336766126redondeando al mayor3barrasEspaciamiento100 /2=50cmPero por espaciamiento maximo ptimoColocamos 20 cmARMADURA ASUMIDA6 5 mmC /20 cmVIGA 3cDatosbw =15cmd =37cmV =1736KgVd =2777.6Kgfcd =140Kg/cm2fyd =3652.17Kg/cm2Calculos=>fvd=5.92Kg/cm2Calculo del maximo esfuerzo que resiste seccion transversal=>Vcu=3283.42kgVerificamos2777.63283.42OKArmadura=>Amin=1.15cm2Para 2 piernas1.15/ 2 =0.58cm^2/mAdoptando barras de 5mm=>A =0.196cm^20.58/ 0,196 =2.9336766126redondeando al mayor3barrasEspaciamiento100 /2=50cmPero por espaciamiento maximo ptimoColocamos 20 cmARMADURA ASUMIDA6 5 mmC /20 cmVIGA 4cDatosbw =15cmd =37cmV =2874KgVd =4598.4Kgfcd =140Kg/cm2fyd =3652.17Kg/cm2Calculos=>fvd=5.92Kg/cm2Calculo del maximo esfuerzo que resiste seccion transversal=>Vcu=3283.42kgVerificamos4598.43283.42NO CUMPLE=>Vou=23310.00kg3283.424598.423310.00OK!!Armadura=>Asqo=1.08cm2=>Amin=1.15cm2Para 2 piernas1.15/ 2 =0.58cm^2/mAdoptando barras de 5mm=>A =0.196cm^20.58/ 0,196 =2.9336766126redondeando al mayor3barrasEspaciamiento100 /2=50cmPero por espaciamiento maximo ptimoColocamos 20 cmARMADURA ASUMIDA6 5 mmC /20 cmVIGA 5bDatosbw =15cmd =37cmV =1507KgVd =2411.2Kgfcd =140Kg/cm2fyd =3652.17Kg/cm2Calculos=>fvd=5.92Kg/cm2Calculo del maximo esfuerzo que resiste seccion transversal=>Vcu=3283.42kgVerificamos2411.23283.42OKArmadura=>Amin=1.15cm2Para 2 piernas1.15/ 2 =0.58cm^2/mAdoptando barras de 5mm=>A =0.196cm^20.58/ 0,196 =2.9336766126redondeando al mayor3barrasEspaciamiento100 /2=50cmPero por espaciamiento maximo ptimoColocamos 20 cmARMADURA ASUMIDA6 5 mmC /20 cmVIGA 6bDatosbw =15cmd =37cmV =1656KgVd =2649.6Kgfcd =140Kg/cm2fyd =3652.17Kg/cm2Calculos=>fvd=5.92Kg/cm2Calculo del maximo esfuerzo que resiste seccion transversal=>Vcu=3283.42kgVerificamos2649.63283.42OKArmadura=>Amin=1.15cm2Para 2 piernas1.15/ 2 =0.58cm^2/mAdoptando barras de 5mm=>A =0.196cm^20.58/ 0,196 =2.9336766126redondeando al mayor3barrasEspaciamiento100 /2=50cmPero por espaciamiento maximo ptimoColocamos 20 cmARMADURA ASUMIDA6 5 mmC /20 cmVIGA 7bDatosbw =15cmd =37cmV =1864KgVd =2982.4Kgfcd =140Kg/cm2fyd =3652.17Kg/cm2Calculos=>fvd=5.92Kg/cm2Calculo del maximo esfuerzo que resiste seccion transversal=>Vcu=3283.42kgVerificamos2982.43283.42OKArmadura=>Amin=1.15cm2Para 2 piernas1.15/ 2 =0.58cm^2/mAdoptando barras de 5mm=>A =0.196cm^20.58/ 0,196 =2.9336766126redondeando al mayor3barrasEspaciamiento100 /2=50cmPero por espaciamiento maximo ptimoColocamos 20 cmARMADURA ASUMIDA6 5 mmC /20 cmVIGA 8bDatosbw =15cmd =37cmV =6653KgVd =10644.8Kgfcd =140Kg/cm2fyd =3652.17Kg/cm2Calculos=>fvd=5.92Kg/cm2Calculo del maximo esfuerzo que resiste seccion transversal=>Vcu=3283.42kgVerificamos10644.83283.42NO CUMPLE=>Vou=23310.00kg3283.4210644.823310.00OK!!Armadura=>Asqo=6.05cm2=>Amin=1.15cm2Para 2 piernas6.05/ 2 =3.03cm^2/mAdoptando barras de 5mm=>A =0.283cm^23.03/ 0,283 =10.6941761912redondeando al mayor11barrasEspaciamiento100 /10=10cmPero por espaciamiento maximo ptimoColocamos 10 cmARMADURA ASUMIDA11 6 mmC /10 cmVIGA 5cDatosbw =15cmd =37cmV =1413KgVd =2260.8Kgfcd =140Kg/cm2fyd =3652.17Kg/cm2Calculos=>fvd=5.92Kg/cm2Calculo del maximo esfuerzo que resiste seccion transversal=>Vcu=3283.42kgVerificamos2260.83283.42OKArmadura=>Amin=1.15cm2Para 2 piernas1.15/ 2 =0.58cm^2/mAdoptando barras de 5mm=>A =0.196cm^20.58/ 0,196 =2.9336766126redondeando al mayor3barrasEspaciamiento100 /2=50cmPero por espaciamiento maximo ptimoColocamos 20 cmARMADURA ASUMIDA6 5 mmC /20 cmVIGA 6cDatosbw =15cmd =37cmV =1111KgVd =1777.6Kgfcd =140Kg/cm2fyd =3652.17Kg/cm2Calculos=>fvd=5.92Kg/cm2Calculo del maximo esfuerzo que resiste seccion transversal=>Vcu=3283.42kgVerificamos1777.63283.42OKArmadura=>Amin=1.15cm2Para 2 piernas1.15/ 2 =0.58cm^2/mAdoptando barras de 5mm=>A =0.196cm^20.58/ 0,196 =2.9336766126redondeando al mayor3barrasEspaciamiento100 /2=50cmPero por espaciamiento maximo ptimoColocamos 20 cmARMADURA ASUMIDA6 5 mmC /20 cmVIGA 7cDatosbw =15cmd =37cmV =1498KgVd =2396.8Kgfcd =140Kg/cm2fyd =3652.17Kg/cm2Calculos=>fvd=5.92Kg/cm2Calculo del maximo esfuerzo que resiste seccion transversal=>Vcu=3283.42kgVerificamos2396.83283.42OKArmadura=>Amin=1.15cm2Para 2 piernas1.15/ 2 =0.58cm^2/mAdoptando barras de 5mm=>A =0.196cm^20.58/ 0,196 =2.9336766126redondeando al mayor3barrasEspaciamiento100 /2=50cmPero por espaciamiento maximo ptimoColocamos 20 cmARMADURA ASUMIDA6 5 mmC /20 cmVIGA 5dDatosbw =15cmd =37cmV =2510KgVd =4016Kgfcd =140Kg/cm2fyd =3652.17Kg/cm2Calculos=>fvd=5.92Kg/cm2Calculo del maximo esfuerzo que resiste seccion transversal=>Vcu=3283.42kgVerificamos40163283.42NO CUMPLE=>Vou=23310.00kg3283.42401623310.00OK!!Armadura=>Asqo=0.60cm2=>Amin=1.15cm2Para 2 piernas1.15/ 2 =0.58cm^2/mAdoptando barras de 5mm=>A =0.196cm^20.58/ 0,196 =2.9336766126redondeando al mayor3barrasEspaciamiento100 /2=50cmPero por espaciamiento maximo ptimoColocamos 20 cmARMADURA ASUMIDA6 5 mmC /20 cmVIGA 6dDatosbw =15cmd =37cmV =3744KgVd =5990.4Kgfcd =140Kg/cm2fyd =3652.17Kg/cm2Calculos=>fvd=5.92Kg/cm2Calculo del maximo esfuerzo que resiste seccion transversal=>Vcu=3283.42kgVerificamos5990.43283.42NO CUMPLE=>Vou=23310.00kg3283.425990.423310.00OK!!Armadura=>Asqo=2.23cm2=>Amin=1.15cm2Para 2 piernas2.23/ 2 =1.11cm^2/mAdoptando barras de 5mm=>A =0.196cm^21.11/ 0,196 =5.6781005018redondeando al mayor6barrasEspaciamiento100 /5=20cmPero por espaciamiento maximo ptimoColocamos 20 cmARMADURA ASUMIDA6 5 mmC /20 cmVIGA 7dDatosbw =15cmd =37cmV =3219KgVd =5150.4Kgfcd =140Kg/cm2fyd =3652.17Kg/cm2Calculos=>fvd=5.92Kg/cm2Calculo del maximo esfuerzo que resiste seccion transversal=>Vcu=3283.42kgVerificamos5150.43283.42NO CUMPLE=>Vou=23310.00kg3283.425150.423310.00OK!!Armadura=>Asqo=1.54cm2=>Amin=1.15cm2Para 2 piernas1.54/ 2 =0.77cm^2/mAdoptando barras de 5mm=>A =0.196cm^20.77/ 0,196 =3.9161325663redondeando al mayor4barrasEspaciamiento100 /3=33cmPero por espaciamiento maximo ptimoColocamos 20 cmARMADURA ASUMIDA6 5 mmC /20 cm
Hoja2
Hoja3
MBD0002CE20.unknown
MBD000361F6.unknown
MBD000371CF.unknown
MBD000382EE.unknown
MBD000382F2.unknown
MBD000382F4.unknown
MBD000619F4.unknown
MBD00061E8F.unknown
MBD0005D1F6.unknown
MBD0005F82D.unknown
MBD000382F5.unknown
MBD000382F3.unknown
MBD000382F0.unknown
MBD000382F1.unknown
MBD000382EF.unknown
MBD000371D3.unknown
MBD000382EC.unknown
MBD000382ED.unknown
MBD000382EB.unknown
MBD000371D1.unknown
MBD000371D2.unknown
MBD000371D0.unknown
MBD000361FE.unknown
MBD000371CB.unknown
MBD000371CD.unknown
MBD000371CE.unknown
MBD000371CC.unknown
MBD000371C9.unknown
MBD000371CA.unknown
MBD000361FF.unknown
MBD000361FA.unknown
MBD000361FC.unknown
MBD000361FD.unknown
MBD000361FB.unknown
MBD000361F8.unknown
MBD000361F9.unknown
MBD000361F7.unknown
MBD00033698.unknown
MBD00033FBF.unknown
MBD00034D6E.unknown
MBD00034D70.unknown
MBD000361F5.unknown
MBD00034D6F.unknown
MBD00034D6C.unknown
MBD00034D6D.unknown
MBD00034D6B.unknown
MBD00033FBB.unknown
MBD00033FBD.unknown
MBD00033FBE.unknown
MBD00033FBC.unknown
MBD0003369A.unknown
MBD00033FBA.unknown
MBD00033699.unknown
MBD0002E023.unknown
MBD0002E027.unknown
MBD00033696.unknown
MBD00033697.unknown
MBD00033695.unknown
MBD0002E025.unknown
MBD0002E026.unknown
MBD0002E024.unknown
MBD0002E01F.unknown
MBD0002E021.unknown
MBD0002E022.unknown
MBD0002E020.unknown
MBD0002E01D.unknown
MBD0002E01E.unknown
MBD0002CE21.unknown
MBD0002494F.unknown
MBD0002985B.unknown
MBD0002B85B.unknown
MBD0002CE1C.unknown
MBD0002CE1E.unknown
MBD0002CE1F.unknown
MBD0002CE1D.unknown
MBD0002B85D.unknown
MBD0002B85E.unknown
MBD0002B85C.unknown
MBD0002985F.unknown
MBD0002B859.unknown
MBD0002B85A.unknown
MBD00029860.unknown
MBD0002985D.unknown
MBD0002985E.unknown
MBD0002985C.unknown
MBD00027EFE.unknown
MBD00027F02.unknown
MBD00027F04.unknown
MBD00027F05.unknown
MBD00027F03.unknown
MBD00027F00.unknown
MBD00027F01.unknown
MBD00027EFF.unknown
MBD00024953.unknown
MBD00027EFC.unknown
MBD00027EFD.unknown
MBD00027EFB.unknown
MBD00024951.unknown
MBD00024952.unknown
MBD00024950.unknown
MBD00012BBC.unknown
MBD0001A3B2.unknown
MBD00023B1E.unknown
MBD00023B20.unknown
MBD0002494E.unknown
MBD00023B1F.unknown
MBD00023B1C.unknown
MBD00023B1D.unknown
MBD00023B1B.unknown
MBD0001AD56.unknown
MBD000135C8.unknown
MBD000135CB.unknown
MBD00017C1C.unknown
MBD00018FBE.unknown
MBD00016039.unknown
MBD00014F69.unknown
MBD000135C9.unknown
MBD000135C6.unknown
MBD000135C7.unknown
MBD00012BBD.unknown
MBD00011BDC.unknown
MBD00012BB4.unknown
MBD00012BB8.unknown
MBD00012BBA.unknown
MBD00012BBB.unknown
MBD00012BB9.unknown
MBD00012BB6.unknown
MBD00012BB7.unknown
MBD00012BB5.unknown
MBD00011BE0.unknown
MBD00011BE2.unknown
MBD00011BE3.unknown
MBD00011BE1.unknown
MBD00011BDE.unknown
MBD00011BDF.unknown
MBD00011BDD.unknown
MBD0000EBCA.unknown
MBD0000F81C.unknown
MBD0000F820.unknown
MBD00011BDA.unknown
MBD00011BDB.unknown
MBD0000F821.unknown
MBD0000FBEE.unknown
MBD0000F81E.unknown
MBD0000F81F.unknown
MBD0000F81D.unknown
MBD0000F818.unknown
MBD0000F81A.unknown
MBD0000F81B.unknown
MBD0000F819.unknown
MBD0000EBCC.unknown
MBD0000EBCD.unknown
MBD0000F477.unknown
MBD0000EBCB.unknown
MBD0000AF55.unknown
MBD0000EBC6.unknown
MBD0000EBC8.unknown
MBD0000EBC9.unknown
MBD0000EBC7.unknown
MBD0000EBC4.unknown
MBD0000EBC5.unknown
MBD0000AF56.unknown
MBD0000AF51.unknown
MBD0000AF53.unknown
MBD0000AF54.unknown
MBD0000AF52.unknown
MBD0000AF4F.unknown
MBD0000AF50.unknown
MBD0000AF4D.unknown
MBD0000AF4E.unknown