diseño de acero en vigas continuas

2
 1.27 1.27 h = 25 cm. b = 25 cm. d = 25 -4-0.95-0.5* 1.27 Mu = 1.39 d = Ø Acero = 1/2 ''' 1.39 *10^5 d 5 As = 2.1 c m. a = 3.88 2.10 25 a = 1.98 cm. 1.90 0 As = 2 0.10 0 a = 1 .8 8 As = 1.99 0.01 ok a = 1 .8 7 As = 0 1.87 0 a = 0 1.99 0.0033* 25 19.42 1.27 1.60 1.60 1.27 Usar 1.57 Var illas de 1/2 Usar 1.3 Para a = # Varilla = 1.57 = *4200 a = 0.85*210* As min = As min = Varillas de # Varilla = = 1.3 Diseño del acero - Viga Continua Mu Ø * Fy * (d-0.5a) As= a= *10^5 Tn.*mt. 19.42 0.9*4200*0.9* As * Fy 0.85 * F'c * b 19.42 As =

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calculo para vigas de acero continuas

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  • 1.27

    1.27

    h = 25 cm.

    b = 25 cm. d = 25 -4-0.95-0.5* 1.27

    Mu = 1.39 d =

    Acero = 1/2 ''' 1.39 *10^5 d

    5

    As = 2.1 cm. a = 3.88

    2.10

    25

    a = 1.98 cm. 1.90 0

    As = 2 0.10 0

    a = 1.88

    As = 1.99 0.01 ok

    a = 1.87

    As = 0 1.87 0

    a = 0

    1.99 0.0033* 25 19.42

    1.27 1.60

    1.60

    1.27

    Usar 1.57 Varillas de 1/2

    Usar 1.3

    Para a =

    # Varilla = 1.57=

    *4200a =

    0.85*210*

    As min =

    As min =

    Varillas de

    # Varilla = = 1.3

    Diseo del acero - Viga Continua

    Mu

    * Fy * (d-0.5a)As= a=

    *10^5 Tn.*mt. 19.42

    0.9*4200*0.9*

    As * Fy

    0.85 * F'c * b

    19.42As =

  • 19.42

    5

    1/2

    =

    Varillas de