InterpretacionCSI-Resultados

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REVISION DEL ACERO MINIMO EN VIGAS - BARRAS LONGITUDINALES ACI 3PARA REVISAR DISEÑOS DE VIGAS DE CONCRETO ARMADO CON SOFTWARE CSI SAP2000/ETABSPor: Carlos A. Saavera ! S"r Co#s"l$ores I#%. & Ar'. Ma

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Area t%tal e& Barra" 4!0 $'. O66U"ar 758 9 17 0!0;

CALCULO ACERO MINIMO

VIGAS

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<REDIMENSIONADO DE ACERO EN COLUMNAS - BARRAS LONGITUDINALESPARA INICIAR 9 REVISAR DISEÑOS DE CO;MNAS DE CONCRETO ARMADO CON SOFTWARE CSI SAP2000/ETABSPor: Carlos A. Saavera ! S"r Co#s"l$ores I#%. & Ar'. Ma

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Area t%tal e& Barra" 73!? $'. O66

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DISEO DE ACERO <OR *LEION - BARRAS LONGITUDINALES ACI 318-05INTERPRETACION DE OS DATOS OBTENIDOS POR ANAISIS ESTR;CT;RA CON SOFTWARE CSI SAP2000/ETABS

Por: Carlos A. Saavera ! S"r Co#s"l$ores I#%. & Ar'. Ma

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5!30 'Di'e&"i%&e" de la ia

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CUANTIAS A *LEION SEGN ANALISIS ESTRUCTURAL

1er TERCIO DE VIGA

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A$er% S#/eri%r

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A$er% I&Feri%r

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7DO TERCIO DE VIGA


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3ER TERCIO DE VIGA


A$er% S#/eri%r

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SOLA<ES MINIMOS ADMITIDOS2 <LG AREA (cm2) PESO (kg/m)

2 1/4

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+ 5/8 5+. 5.304 5.++, 13.,0

4 3/4 53.0+ 2.+02 2.2(1 3+.2+

1 7/8 22.22 (.111 (.0,, 555.50

1 2+., +.041 (.311 521.00

55 1 3/8 (+.5 50.0151 1.35( 513.0+

DOBADO DE CABIAS TIPO CARACTERISTICAS

G A N C O E

S T A N D

A R

! R E F ; E R O :

O N G I T ; D I N A :

30

DESIGNACION DE A BARRA HJ DIAMET

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DESIGNACION DE A BARRA HJ ONGIT;

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DIAMETRO(mm)

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OTRAS CABILLAS (cm) CABILLAS LECHO SUPERIOR

CLASE A CLASE B CLASE A CLASE B

( +0 +0 4++5 44 44 4

4, ( ( 50

11 500 500 5(0

555 5,+ 5,+ 53

521 544 544 254

513 2(( 2(( (0(

Solo se "sa e*>al*e T<>o A )"a#o el a)ero )olo)ao

O MINIMO DE DOBE HDJ Sele$$i%&e el dia'etr% /ara i"#aliar al%re"

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MINIMA DE GANCO H%J Sele$$i%&e el dia'etr% /ara i"#aliar al%re"

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AREA UTIL DE ACERO SEGN NUMERO DE CABILLAS

Peso "#<$ar<o D<*e$ro Se))<# Per*e$ro

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3 3 8 0!554 0.3+( 0.15 2.332 0.15 1 7 0!44 5.210 5.21 (.3 5.21

5 5 8 1!55 5.+ 5.3 ,.34 5.3

3 7!73? 5.30+ 2.+ +.32 2.+

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10 1 1 !717 (.51+ 1.35 3.310 1.35

11 1 3 8 ?!413 (.,3( 50.01 50.34 50.01

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C%'/r%(a$i& /%r arrel%2(arra" Area

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rea t%tal e& Barra 1!48 $'.



AREA DE ACERO SEGN N;MERO DE CABIAS H)*2J

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(.34 +.3, 1.32 3.30 55. 5(.4 5+.,

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1.14 55.4, 5+.+2 53.,0 2(.2 21.54 (5.0,

50.5, 5+.25 20.2 2+.(+ (0.,2 (+.,3 ,0.+4

52.2 53.2( 2+.4, (2.0+ (.,4 ,,.1 +5.2

5+.2 2(.1( (5.4, (3.++ ,1.,4 ++.(1 4(.2

20.5, (0.25 ,0.2 +0.(+ 40.,2 10.,3 0.+4

23.0, ,(.+4 +.0 12.40 1.52 505.4, 554.54+5.42 11.,( 50(.2, 523.0+ 5+,.4 50.41 204.,



A&ali"i" de $#a&tia e& l%"a"3 Barra Area

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A)ero I# 0. )* 5 0.+ )*

Ld 105 $'



Area A#al<s<s

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( (( )* 158J33$'

+ 20 )* 117J70$'

Nerv<os/Fra#a

5

Barras M<# Aso#

5 158

5 117

InterpretacionCSI-Resultados

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