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  • 7/23/2019 Calculo de Edificio cargas

    1/124

    Z = 14.0 m R4 a = 0.170 d = 455

    10 < 14 < 455

    1.059

    Ftr = T2 R4 = 0.74

    33.33 m/s

    26.12

    26.20

    262.00

    -13.10

    -131.00

    VISTA EN PLA

    =0.048 ^2

    =

    = /10)(

    =(14.0/10)^0.170=

    = 120 / =

    =(1.059)(0.74)(33.33)= /^2

    =0.048 (0.80) (26.12) 2 = / 2

    Pz=(26.20)(10) = /^2

    =0.048 (0.40) (26.12) 2 = / 2

    Pz=(13.10)(10) = /^2

    3.00

    3.00

    2.50

    6.00 6.00 6.00

    Zona de Grandes Edificios R4

    Valle de Mexico T2

    NIVEL 4

    NIVEL 2

    NIVEL 5

    NIVEL 3

    2.50

    3.00

    14.00

    6.00

    NIVEL 1

    262!"#

    131!"#

    1

    2

    3

    4

    5

    6

    $

    %

    &

    10

    11

    12

    13

    14

    15

    16

    1$

    1% 24

    23

    22

    21

    20

    1&

  • 7/23/2019 Calculo de Edificio cargas

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    LOZA E AZOTEA NIVEL 5

    Loza 2400(0.10)= 240 k/m2

    !"tortado 2100(0.025)= 52.5 k/m2

    #m$%rm%a. 1&00(0.02)= 36 k/m2

    R'F = 40 k/m2

    '= 36&.5 k/m2

    '*= 250 k/m2

    61&.5k/m2

    *#+, (0.40)(0.40)(2400)= 3&4.00 k/m

    (61&.50)(9)= 5566.5 k/6m = 927.75 k/m

    3&4.00 k/m

    1311.75 k/m

    !"#$ %"& '*+$= 208.32,-/1520.07 ,-/

    (61&.50)(9)= 5566.5 k/6m = 927.75 k/m3&4.00 k/m

    1311.75 k/m

    !"#$ "#+*&"*= 5150 k/m6461.75 k/m

    _=_=

    _

    =

    _

    =

    6

    6

    & #2

    & #2

    & #2

    & #2

    0.40

    0.35

    0.30

    1520 !"#

    6462!

    "#

    1520 !"#

    1520 !"# 1520 !"#

    6462!

    "#

    6462!

    "#

  • 7/23/2019 Calculo de Edificio cargas

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    Loza de Entrepiso NIVEL 4

    Loza 2400(0.10)= 240 k/m2

    %ao" 2100(0.02)= 42 k/m2

    "ta 2100(0.01)= 21 k/m2

    osao = 35 k/m2

    R'F = 40 k/m2'= 37& k/m2

    '*= 170 k/m2

    54& k/m2

    *a (0.40)(0.50)(2400)= 4&0.00

    (54&.00)(9)= 4932 k/6m = &22.00

    4&0.00

    1302.00

    !"#$ %" "#+*&"*= 5150

    6452.00

    (54&.00)(9)= 4932 k/6m = &22.00

    4&0.00

    $%so d% t"ao= 208.32

    1510.32

    _=

    _=

    _=

    6

    6

    & #2

    & #2

    & #2

    & #2

    1510 !"#

    6452

    !

    "#

    1510 !"#

    1510 !"# 1510 !"#

    1510 !"# 1510 !"#

    6452

    !

    "#

    6452

    !

    "#

    6452

    !

    "#

    0.40

    0.30

  • 7/23/2019 Calculo de Edificio cargas

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    Loza de entrepiso NIVEL 3

    Loza 2400(0.10)= 240 k/m2

    %ao" 2100(0.02)= 42 k/m2

    "ta 2100(0.01)= 21 k/m2+ra"to = 65 k/m2

    R'F = 40 k/m2

    '= 40& k/m2

    '*= 250 k/m2

    65& k/m2

    *a (0.40)(0.50)(2400)= 4&0.00 k/m

    (65&.00)(9)= 5922 k/6m = 9&7.00 k/m

    4&0.00 k/m

    1467.00 k/m

    !"#$ %" "#+*&"*= 5150 k/m6617.00 k/m

    (65&.00)(9)= 5922 k/6m = 9&7.00 k/m

    4&0.00 k/m

    1467.00 k/m

    $%so d% t"ao= 208.32 ,-/1675.32 ,-/

    _=

    _=

    _=

    6

    6

    & #2

    & #2

    & #2

    & #2

    0.50

    16$5 !"#

    661$

    !

    "#

    16$5 !"# 16$5 !"#

    16$5 !"# 16$5 !"# 16$5 !"#

    661$

    !

    "#

    661$

    !

    "#

  • 7/23/2019 Calculo de Edificio cargas

    5/124

    Loza de Entrepiso NIVEL 2

    Loza 2400(0.10)= 240 k/m2

    %ao" 2100(0.02)= 42 k/m2

    "ta 2100(0.01)= 21 k/m2

    ,z%o = 15 k/m2

    R'F = 40 k/m2

    '= 35& k/m2

    '*= 350 k/m2

    70& k/m2

    *a (0.50)(0.50)(2400)= 600.00

    (70&.00)(9)= 6372 k/6m = 1062.00 k/m

    600.00 k/m

    1662.00 k/m!"#$ %" "#+*&"*= 5150 k/m6812.00 k/m

    (70&.00)(9)= 6372 k/6m = 1062.00 k/m

    600.00 k/m

    1662.00 k/m

    $%so d% t"ao= 208.32 ,-/1870.32 ,-/

    _=

    _

    =

    _

    =

    0.60

    0.50

    0.50

    1%$0 !"#

    6%12

    !"#

    1%$0 !"# 1%$0 !"#

    1%$0 !"# 1%$0 !"# 1%$0 !"#

    6%12

    !"#

    6%12

    !"#

    6%12

    !"#

    6

    6

    & #2

    & #2

    & #2

    & #2

  • 7/23/2019 Calculo de Edificio cargas

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    16$5 !"#

    1510!"#

    1520 !"#

    262!"#

    131!"#

    1

    2

    3

    4

    5

    6

    $

    %

    &

    10

    11

    12

    13

    14

    15

    16

    1$

    1% 1&

    20

    21

    22

    23

    24

    1%$0 !"#

    20&0 !"# 20&0 !"# 20&0 !"#

    1%$0 !"# 1%$0 !"#

    16$5 !"# 16$5 !"#

    1510!"# 1510!"#

    1520 !"# 1520 !"#

  • 7/23/2019 Calculo de Edificio cargas

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    Viga 1 (2-6)

    21 to"m

    250 k/m2

    40 m

    60 m

    4200 k/m2,%ro r"$a 1/ 2$ 1.27 m 1.27

    !str8o 3/ & $ 0.95 m 0.71

    0.90

    200 k/m2

    170 k/m2

    55.42 m

    0.1117m3

    1.&&

    0.12

    'o"t"ar ro%

    odar :%

    0.0049

    0.0023

    0.0026 0.0103

    0.0152

    10.&6 m2

    'o"t"ar ro%s

    &.55 za 9.00 *aras

    &.00

    5.76 m2

    4.54 za 5.00 *aras

    :%$arao" = 2.57 m

    _

    ==_ =

    =

    =_

    _

    =

    0/ ^2= (_ ) =_

    =(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!

    "1=(1( 1 24(0.5) )))/(2(0.5))=(

    _ #_

    "2=(1( 1 24(0.5) )))/(2(0.5))=(

    $ = 2_%" (" )_ /_

    =$ =(0.7_&

    ( ))_ /_=

    $ =0.75(_#' _/_(6000 1))/(6000 )) =( )_

    ! =_* =$_%"

    +,. .=# (!_*/#_) =

    ! =_*& $_&=

    +,. .=# (!_*&/#_) =

    $ =_%"$_&

    $ =_#'$_%"

  • 7/23/2019 Calculo de Edificio cargas

    8/124

    Viga 1 (2-8)

    s % ; o $ o r F % o "

    21 to"m

    250 k/m2

    40 m60 m

    4200 k/m2

    ,%ro r"$a 1/ 2$ 1.27 m 1.27

    !str8o 3/ & $ 0.95 m 0.71

    0.90

    200 k/m2

    170 k/m2

    55.42 m

    0.1117m3

    1.&&

    0.12

    'o"t"ar ro%

    odar :%

    0.0049

    0.0023

    0.0026 0.0103

    0.0152

    10.&6 m2

    'o"t"a

    &.55 za 9.00 *aras

    &.00

    5.76 m2

    4.54 za 5.00 *aras

    :%$arao" = 2.57 m

    _

    =

    =_ = =

    =_

    _

    =

    0/ ^2= (_ ) =_

    =(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!

    "1=(1( 1 24(0.5) )))/(2(0.5))=(

    _ #_

    "2=(1( 1 24(0.5) )))/(2(0.5))=(

    $ = 2_%" (" )_ /_

    =

    $ =(0.7_&( ))_ /_=

    $ =0.75(_#' _/_(6000 1))/(6000 )) =( )_

    ! =_* =$_%"

    +,. .=# (!_*/#_) =

    ! =_*& $_&=

    +,. .=# (!_*&/#_) =

    $ =_%"$_&

    $ =_#'$_%"

  • 7/23/2019 Calculo de Edificio cargas

    9/124

    s % ; o $ o r ' o r t a " t %

    12 to" 0.0101

    0.&0

    90

    7473.23 k

    37616.95 k

    62694.92 k

    4526.77 25616.95

    50694.92

    :=0.50d

    :=0.25d

    4526.77 :=0.50d

    5&.41 m

    60m

    27.71 m 25

    13.&5 m 15

    5.00

    60

    3/ &

    9.00 1/ 2 25

    40

    : r%> < 0.015 = s% o"t"ao"?

    _

    =0.015 =$_%"

    = ) )(0.220_ (_ ( ) $( )_ =

    1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =

    __

    =

    _

    =

    1__=

    2__=

    _*=__

    =

    *=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*

    *0 1_1_1_

    *=0. =2

    *0 1 2_ 1_1_

    *=0.2 =2

    =

    1 _1_1_ 12

    E#'.

    +

    :*

    :*

  • 7/23/2019 Calculo de Edificio cargas

    10/124

    Viga 2 (8-14)

    s % ; o $ o r F % o "

    22 to"m

    250 k/m2

    40 m60 m

    4200 k/m2

    ,%ro r"$a 1/ 2$ 1.27 m 1.27

    !str8o 3/ & $ 0.95 m 0.71

    0.90

    200 k/m2

    170 k/m2

    55.42 m

    0.1171 m3

    1.&&

    0.12

    'o"t"ar ro%

    odar :%

    0.0049

    0.0023

    0.0026 0.0103

    0.0152

    10.&6 m2

    'o"t"a

    &.55 za 9.00 *aras

    &.00

    5.76 m2

    4.54 za 5.00 *aras

    :%$arao" = 2.57 m

    _

    =

    =_ = =

    =_

    _

    =

    0/ ^2= (_ ) =_

    =(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!

    "1=(1( 1 24(0.5) )))/(2(0.5))=(

    _ #_

    "2=(1( 1 24(0.5) )))/(2(0.5))=(

    $ = 2_%" (" )_ /_

    =

    $ =(0.7_&( ))_ /_=

    $ =0.75(_#' _/_(6000 1))/(6000 )) =( )_

    ! =_* =$_%"

    +,. .=# (!_*/#_) =

    ! =_*& $_&=

    +,. .=# (!_*&/#_) =

    $ =_%"$_&

    $ =_#'$_%"

  • 7/23/2019 Calculo de Edificio cargas

    11/124

    s % ; o $ o r ' o r t a " t %

    13 to" 0.0101

    0.&0

    90

    7473.23 k

    37616.95 k

    62694.92 k

    5526.77 24616.95

    49694.92

    :=0.50d

    :=0.25d

    5526.77 :=0.50d

    47.&4 m

    50m

    27.71 m 25

    13.&5 m 15

    5.00

    60

    3/ &

    9.00 1/ 2 25

    40

    : r%> < 0.015 = s% o"t"ao"?

    _

    =0.015 =$_%"

    = ) )(0.220_ (_ ( ) $( )_ =

    1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =

    __

    =

    _

    =

    1__=

    2__=

    _*=__

    =

    *=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*

    *0 1_1_1_

    *=0. =2

    *0 1 2_ 1_1_

    *=0.2 =2

    =

    1 _1_1_ 12

    E#'.

    +

    :*

    :*

  • 7/23/2019 Calculo de Edificio cargas

    12/124

    Viga 3 (3-9)

    s % ; o $ o r F % o "

    19 to"m

    250 k/m2

    40 m60 m

    4200 k/m2

    ,%ro r"$a 1/ 2$ 1.27 m 1.27

    !str8o 3/ & $ 0.95 m 0.71

    0.90

    200 k/m2

    170 k/m2

    55.42 m

    0.1011 m3

    1.&9

    0.11

    'o"t"ar ro%

    odar :%

    0.0045

    0.0019

    0.0026 0.0107

    0.0152

    9.97 m2

    'o"t"a

    7.&5 za &.00 *aras

    7.00

    5.76 m2

    4.54 za 5.00 *aras

    :%$arao" = 3.12 m

    _

    =

    =_ = =

    =_

    _

    =

    0/ ^2= (_ ) =_

    =(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!

    "1=(1( 1 24(0.5) )))/(2(0.5))=(

    _ #_

    "2=(1( 1 24(0.5) )))/(2(0.5))=(

    $ = 2_%" (" )_ /_

    =

    $ =(0.7_&( ))_ /_=

    $ =0.75(_#' _/_(6000 1))/(6000 )) =( )_

    ! =_* =$_%"

    +,. .=# (!_*/#_) =

    ! =_*& $_&=

    +,. .=# (!_*&/#_) =

    $ =_%"$_&

    $ =_#'$_%"

  • 7/23/2019 Calculo de Edificio cargas

    13/124

    s % ; o $ o r ' o r t a " t %

    11 to" 0.0105

    0.&0

    90

    7272.61 k

    37616.95 k

    62694.92 k

    3727.39 26616.95

    51694.92

    :=0.50d

    :=0.25d

    3727.39 :=0.50d

    70.93 m

    70m

    27.71 m 25

    13.&5 m 15

    5.00

    60 3/ &

    &.00 1/ 2 25

    40

    : r%> < 0.015 = s% o"t"ao"?

    _

    =0.015 =$_%"

    = ) )(0.220_ (_ ( ) $( )_ =

    1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =

    __

    =

    _

    =

    1__=

    2__

    =

    _*=__

    =

    *=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*

    *0 1_1_1_

    *=0. =2

    *0 1 2_ 1_1_

    *=0.2 =2

    =

    1 _1_1_ 12

    E#'.

    +

    :*

    :*

  • 7/23/2019 Calculo de Edificio cargas

    14/124

    Viga 4 (9-15)

    s % ; o $ o r F % o "

    20 to"m

    250 k/m2

    40 m60 m

    4200 k/m2

    ,%ro r"$a 1/ 2$ 1.27 m 1.27

    !str8o 3/ & $ 0.95 m 0.71

    0.90

    200 k/m2

    170 k/m2

    55.42 m

    0.1064 m3

    1.&9

    0.11

    'o"t"ar ro%

    odar :%

    0.0045

    0.0019

    0.0026 0.0107

    0.0152

    9.97 m2

    'o"t"a

    7.&5 za &.00 *aras

    7.00

    5.76 m2

    4.54 za 5.00 *aras

    :%$arao" = 3.12 m

    _

    =

    =_ = =

    =_

    _

    =

    0/ ^2= (_ ) =_

    =(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!

    "1=(1( 1 24(0.5) )))/(2(0.5))=(

    _ #_

    "2=(1( 1 24(0.5) )))/(2(0.5))=(

    $ = 2_%" (" )_ /_

    =

    $ =(0.7_&( ))_ /_=

    $ =0.75(_#' _/_(6000 1))/(6000 )) =( )_

    ! =_* =$_%"

    +,. .=# (!_*/#_) =

    ! =_*& $_&=

    +,. .=# (!_*&/#_) =

    $ =_%"$_&

    $ =_#'$_%"

  • 7/23/2019 Calculo de Edificio cargas

    15/124

    s % ; o $ o r ' o r t a " t %

    12 to" 0.0105

    0.&0

    90

    7272.61 k

    37616.95 k

    62694.92 k

    4727.39 25616.95

    50694.92

    :=0.50d

    :=0.25d

    4727.39 :=0.50d

    55.93 m

    55m

    27.71 m 25

    13.&5 m 15

    5.00

    60

    3/ &

    &.00 1/ 2 25

    40

    : r%> < 0.015 = s% o"t"ao"?

    _

    =0.015 =$_%"

    = ) )(0.220_ (_ ( ) $( )_ =

    1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =

    __

    =

    _

    =

    1__=

    2__

    =

    _*=__

    =

    *=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*

    *0 1_1_1_

    *=0. =2

    *0 1 2_ 1_1_

    *=0.2 =2

    =

    1 _1_1_ 12

    E#'.

    +

    :*

    :*

  • 7/23/2019 Calculo de Edificio cargas

    16/124

    Viga 5 (4-10)

    s % ; o $ o r F % o "

    15 to"m

    250 k/m2

    40 m

    50 m4200 k/m2

    ,%ro r"$a 1/ 2$ 1.27 m 1.27

    !str8o 3/ & $ 0.95 m 0.71

    0.90

    200 k/m2

    170 k/m2

    45.42 m

    0.11&& m3

    1.&7

    0.13

    'o"t"ar ro%

    odar :%

    0.0053

    0.0027

    0.0026 0.0099

    0.0152

    9.63 m2

    'o"t"a

    7.5& za &.00 *aras

    7.00

    4.72 m2

    3.72 za 4.00 *aras

    :%$arao" = 3.12 m

    _

    ==_ =

    = =_

    _

    =

    0/ ^2= (_ ) =_

    =(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!

    "1=(1( 1 24(0.5) )))/(2(0.5))=(

    _ #_

    "2=(1( 1 24(0.5) )))/(2(0.5))=(

    $ = 2_%" (" )_ /_

    =$ =(0.7_&

    ( ))_ /_=

    $ =0.75(_#' _/_(6000 1))/(6000 )) =( )_

    ! =_* =$_%"

    +,. .=# (!_*/#_) =

    ! =_*& $_&=

    +,. .=# (!_*&/#_) =

    $ =_%"$_&

    $ =_#'$_%"

  • 7/23/2019 Calculo de Edificio cargas

    17/124

    s % ; o $ o r ' o r t a " t %

    9 to" 0.0097

    0.&0

    90

    62&9.06 k

    30&2&.72 k

    513&1.21 k

    2710.94 21&2&.72

    423&1.21

    :=0.50d

    :=0.25d

    2710.94 :=0.50d

    79.93 m

    &0m

    22.71 m 20

    11.35 m 10

    4.00

    50 3/ &

    &.00 1/ 2 20

    40

    : r%> < 0.015 = s% o"t"ao"?

    _

    =0.015 =$_%"

    = ) )(0.220_ (_ ( ) $( )_ =

    1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =

    __

    =

    _

    =

    1__=

    2__

    =

    _*=__

    =

    *=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*

    *0 1_1_1_

    *=0. =2

    *0 1 2_ 1_1_

    *=0.2 =2

    =

    1 _1_1_ 12

    E#'.

    +

    :*

    :*

  • 7/23/2019 Calculo de Edificio cargas

    18/124

    Viga 6 (10-16)

    s % ; o $ o r F % o "

    16 to"m

    250 k/m240 m

    50 m

    4200 k/m2

    ,%ro r"$a 1/ 2$ 1.27 m 1.27

    !str8o 3/ & $ 0.95 m 0.71

    0.90

    200 k/m2

    170 k/m2

    45.42 m

    0.126& m3

    1.&6

    0.14

    'o"t"ar ro%

    odar :%

    0.0057

    0.0031

    0.0026 0.0095

    0.0152

    10.35 m2

    'o"t"a

    &.15 za 9.00 *aras

    &.00

    4.72 m2

    3.72 za 4.00 *aras

    :%$arao" = 2.57 m

    _

    ==_ = =

    =_

    _

    =

    0/ ^2= (_ ) =_

    =(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!

    "1=(1( 1 24(0.5) )))/(2(0.5))=(

    _ #_

    "2=(1( 1 24(0.5) )))/(2(0.5))=(

    $ = 2_%" (" )_ /_

    =$ =(0.7_&( ))_ /_=

    $ =0.75(_#' _/_(6000 1))/(6000 )) =( )_

    ! =_* =$_%"

    +,. .=# (!_*/#_) =

    ! =_*& $_&=

    +,. .=# (!_*&/#_) =

    $ =_%"$_&

    $ =_#'$_%"

  • 7/23/2019 Calculo de Edificio cargas

    19/124

    s % ; o $ o r ' o r t a " t %

    9 to" 0.0093

    0.&0

    90

    6453.4& k

    30&2&.72 k

    513&1.21 k

    2546.52 21&2&.72

    423&1.21

    :=0.50d

    :=0.25d

    2546.52 :=0.50d

    &5.09 m

    &5m

    22.71 m 20

    11.35 m 10

    4.00

    50

    3/ &

    9.00 1/ 2 20

    40

    : r%> < 0.015 = s% o"t"ao"?

    _

    =0.015 =$_%"

    = ) )(0.220_ (_ ( ) $( )_ =

    1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =

    __

    =

    _

    =

    1__=

    2__=

    _*=__

    =

    *=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*

    *0 1_1_1_

    *=0. =2

    *0 1 2_ 1_1_

    *=0.2 =2

    =

    1 _1_1_ 12

    E#'.

    +

    :*

    :*

  • 7/23/2019 Calculo de Edificio cargas

    20/124

    Viga 7 (5-11)

    s % ; o $ o r F % o "

    15 to"m

    250 k/m2

    40 m50 m

    4200 k/m2

    ,%ro r"$a 1/ 2$ 1.27 m 1.27

    !str8o 3/ & $ 0.95 m 0.71

    0.90

    200 k/m2

    170 k/m2

    45.42 m

    0.11&& m3

    1.&7

    0.13

    'o"t"ar ro%

    odar :%

    0.0053

    0.0027

    0.0026 0.0099

    0.0152

    9.63 m2

    'o"t"a

    7.5& za &.00 *aras

    7.00

    4.72 m2

    3.72 za 4.00 *aras

    :%$arao" = 3.12 m

    _

    =

    =_ = =

    =_

    _

    =

    0/ ^2= (_ ) =_

    =(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!

    "1=(1( 1 24(0.5) )))/(2(0.5))=(

    _ #_

    "2=(1( 1 24(0.5) )))/(2(0.5))=(

    $ = 2_%" (" )_ /_

    =

    $ =(0.7_&( ))_ /_=

    $ =0.75(_#' _/_(6000 1))/(6000 )) =( )_

    ! =_* =$_%"

    +,. .=# (!_*/#_) =

    ! =_*& $_&=

    +,. .=# (!_*&/#_) =

    $ =_%"$_&

    $ =_#'$_%"

  • 7/23/2019 Calculo de Edificio cargas

    21/124

    s % ; o $ o r ' o r t a " t %

    9 to" 0.0097

    0.&0

    90

    62&9.06 k

    30&2&.72 k

    513&1.21 k

    2710.94 21&2&.72

    423&1.21

    :=0.50d

    :=0.25d

    2710.94 :=0.50d

    79.93 m

    &0m

    22.71 m 20

    11.35 m 10

    4.00

    50

    3/ &

    &.00 1/ 2 20

    40

    : r%> < 0.015 = s% o"t"ao"?

    _

    =0.015 =$_%"

    = ) )(0.220_ (_ ( ) $( )_ =

    1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =

    __

    =

    _

    =

    1__=

    2__=

    _*=__

    =

    *=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*

    *0 1_1_1_

    *=0. =2

    *0 1 2_ 1_1_

    *=0.2 =2

    =

    1 _1_1_ 12

    E#'.

    +

    :*

    :*

  • 7/23/2019 Calculo de Edificio cargas

    22/124

    Viga 8 (11-17)

    s % ; o $ o r F % o "

    15 to"m

    250 k/m2

    40 m50 m

    4200 k/m2

    ,%ro r"$a 1/ 2$ 1.27 m 1.27

    !str8o 3/ & $ 0.95 m 0.71

    0.90

    200 k/m2

    170 k/m2

    45.42 m

    0.11&& m3

    1.&7

    0.13

    'o"t"ar ro%

    odar :%

    0.0053

    0.0027

    0.0026 0.0099

    0.0152

    9.63 m2

    'o"t"a

    7.5& za &.00 *aras

    7.00

    4.72 m2

    3.72 za 4.00 *aras

    :%$arao" = 3.12 m

    _

    =

    =_ = =

    =_

    _

    =

    0/ ^2= (_ ) =_

    =(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!

    "1=(1( 1 24(0.5) )))/(2(0.5))=(

    _ #_

    "2=(1( 1 24(0.5) )))/(2(0.5))=(

    $ = 2_%" (" )_ /_

    =

    $ =(0.7_&( ))_ /_=

    $ =0.75(_#' _/_(6000 1))/(6000 )) =( )_

    ! =_* =$_%"

    +,. .=# (!_*/#_) =

    ! =_*& $_&=

    +,. .=# (!_*&/#_) =

    $ =_%"$_&

    $ =_#'$_%"

  • 7/23/2019 Calculo de Edificio cargas

    23/124

    s % ; o $ o r ' o r t a " t %

    9 to" 0.0097

    0.&0

    90

    62&9.06 k

    30&2&.72 k

    513&1.21 k

    2710.94 21&2&.72

    423&1.21

    :=0.50d

    :=0.25d

    2710.94 :=0.50d

    79.93 m

    &0m

    22.71 m 20

    11.35 m 10

    4.00

    50

    3/ &

    &.00 1/ 2 20

    40

    : r%> < 0.015 = s% o"t"ao"?

    _

    =0.015 =$_%"

    = ) )(0.220_ (_ ( ) $( )_ =

    1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =

    __

    =

    _

    =

    1__=

    2__=

    _*=__

    =

    *=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*

    *0 1_1_1_

    *=0. =2

    *0 1 2_ 1_1_

    *=0.2 =2

    =

    1 _1_1_ 12

    E#'.

    +

    :*

    :*

  • 7/23/2019 Calculo de Edificio cargas

    24/124

    Viga 9 (6-12)

    s % ; o $ o r F % o "

    14 to"m

    250 k/m2

    40 m50 m

    4200 k/m2

    ,%ro r"$a 1/ 2$ 1.27 m 1.27

    !str8o 3/ & $ 0.95 m 0.71

    0.90

    200 k/m2

    170 k/m2

    45.42 m

    0.1109 m3

    1.&&

    0.12

    'o"t"ar ro%

    odar :%

    0.0049

    0.0023

    0.0026 0.0103

    0.0152

    &.90 m2

    'o"t"a

    7.01 za &.00 *aras

    7.00

    4.72 m2

    3.72 za 4.00 *aras

    :%$arao" = 3.12 m

    _

    =

    =_ = =

    =_

    _

    =

    0/ ^2= (_ ) =_

    =(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!

    "1=(1( 1 24(0.5) )))/(2(0.5))=(

    _ #_

    "2=(1( 1 24(0.5) )))/(2(0.5))=(

    $ = 2_%" (" )_ /_

    =

    $ =(0.7_&( ))_ /_=

    $ =0.75(_#' _/_(6000 1))/(6000 )) =( )_

    ! =_* =$_%"

    +,. .=# (!_*/#_) =

    ! =_*& $_&=

    +,. .=# (!_*&/#_) =

    $ =_%"$_&

    $ =_#'$_%"

  • 7/23/2019 Calculo de Edificio cargas

    25/124

    s % ; o $ o r ' o r t a " t %

    & to" 0.0101

    0.&0

    90

    6124.64 k

    30&2&.72 k

    513&1.21 k

    1&75.36 22&2&.72

    433&1.21

    :=0.50d

    :=0.25d

    1&75.36 :=0.50d

    115.54 m

    115 m

    22.71 m 20

    11.35 m 10

    4.00

    50

    3/ &

    &.00 1/ 2 20

    40

    : r%> < 0.015 = s% o"t"ao"?

    _

    =0.015 =$_%"

    = ) )(0.220_ (_ ( ) $( )_ =

    1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =

    __

    =

    _

    =

    1__=

    2__=

    _*=__

    =

    *=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*

    *0 1_1_1_

    *=0. =2

    *0 1 2_ 1_1_

    *=0.2 =2

    =

    1 _1_1_ 12

    E#'.

    +

    :*

    :*

  • 7/23/2019 Calculo de Edificio cargas

    26/124

    Viga 10 (12-18)

    s % ; o $ o r F % o "

    14 to"m

    250 k/m2

    40 m50 m

    4200 k/m2

    ,%ro r"$a 1/ 2$ 1.27 m 1.27

    !str8o 3/ & $ 0.95 m 0.71

    0.90

    200 k/m2

    170 k/m2

    45.42 m

    0.1109 m3

    1.&&

    0.12

    'o"t"ar ro%

    odar :%

    0.0049

    0.0023

    0.0026 0.0103

    0.0152

    &.90 m2

    'o"t"a

    7.01 za &.00 *aras

    7.00

    4.72 m2

    3.72 za 4.00 *aras

    :%$arao" = 3.12 m

    _

    =

    =_ = =

    =_

    _

    =

    0/ ^2= (_ ) =_

    =(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!

    "1=(1( 1 24(0.5) )))/(2(0.5))=(

    _ #_

    "2=(1( 1 24(0.5) )))/(2(0.5))=(

    $ = 2_%" (" )_ /_

    =

    $ =(0.7_&( ))_ /_=

    $ =0.75(_#' _/_(6000 1))/(6000 )) =( )_

    ! =_* =$_%"

    +,. .=# (!_*/#_) =

    ! =_*& $_&=

    +,. .=# (!_*&/#_) =

    $ =_%"$_&

    $ =_#'$_%"

  • 7/23/2019 Calculo de Edificio cargas

    27/124

    s % ; o $ o r ' o r t a " t %

    & to" 0.0101

    0.&0

    90

    6124.64 k

    30&2&.72 k

    513&1.21 k

    1&75.36 22&2&.72

    433&1.21

    :=0.50d

    :=0.25d

    1&75.36 :=0.50d

    115.54 m

    115 m

    22.71 m 20

    11.35 m 10

    4.00

    50

    3/ &

    &.00 1/ 2 20

    40

    : r%> < 0.015 = s% o"t"ao"?

    _

    =0.015 =$_%"

    = ) )(0.220_ (_ ( ) $( )_ =

    1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =

    __

    =

    _

    =

    1__=

    2__=

    _*=__

    =

    *=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*

    *0 1_1_1_

    *=0. =2

    *0 1 2_ 1_1_

    *=0.2 =2

    =

    1 _1_1_ 12

    E#'.

    +

    :*

    :*

  • 7/23/2019 Calculo de Edificio cargas

    28/124

    Viga 11 (14-20)

    s % ; o $ o r F % o "

    13 to"m

    250 k/m2

    40 m50 m

    4200 k/m2

    ,%ro r"$a 1/ 2$ 1.27 m 1.27

    !str8o 3/ & $ 0.95 m 0.71

    0.90

    200 k/m2

    170 k/m2

    45.42 m

    0.1030 m3

    1.&9

    0.11

    'o"t"ar ro%

    odar :%

    0.0045

    0.0019

    0.0026 0.0107

    0.0152

    &.17 m2

    'o"t"a

    6.43 za 7.00 *aras

    6.00

    4.72 m2

    3.72 za 4.00 *aras

    :%$arao" = 3.&5 m

    _

    =

    =_ = =

    =_

    _

    =

    0/ ^2= (_ ) =_

    =(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!

    "1=(1( 1 24(0.5) )))/(2(0.5))=(

    _ #_

    "2=(1( 1 24(0.5) )))/(2(0.5))=(

    $ = 2_%" (" )_ /_

    =

    $ =(0.7_&( ))_ /_=

    $ =0.75(_#' _/_(6000 1))/(6000 )) =( )_

    ! =_* =$_%"

    +,. .=# (!_*/#_) =

    ! =_*& $_&=

    +,. .=# (!_*&/#_) =

    $ =_%"$_&

    $ =_#'$_%"

  • 7/23/2019 Calculo de Edificio cargas

    29/124

    s % ; o $ o r ' o r t a " t %

    6 to" 0.0105

    0.&0

    90

    5960.22 k

    30&2&.72 k

    513&1.21 k

    39.7& 24&2&.72

    453&1.21

    :=0.50d

    :=0.25d

    39.7& :=0.50d

    5447.06 m

    5445 m

    22.71 m 20

    11.35 m 10

    4.00

    50

    3/ &

    7.00 1/ 2 20

    40

    : r%> < 0.015 = s% o"t"ao"?

    _

    =0.015 =$_%"

    = ) )(0.220_ (_ ( ) $( )_ =

    1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =

    __

    =

    _

    =

    1__=

    2__=

    _*=__

    =

    *=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*

    *0 1_1_1_

    *=0. =2

    *0 1 2_ 1_1_

    *=0.2 =2

    =

    1 _1_1_ 12

    E#'.

    +

    :*

    :*

  • 7/23/2019 Calculo de Edificio cargas

    30/124

    Viga 12(15-21)

    s % ; o $ o r F % o "

    11 to"m

    250 k/m2

    40m50m

    4200 k/m2

    1/ 2$

    1.27 m

    !str8o 3/ & $ 0.95 m

    0.90

    200 k/m2

    170 k/m2

    45.42 m

    0.0&71m3

    1.91

    0.09

    0.0036

    0.0026

    0.0152

    6.54 m2

    5.15 za 6.00

    5.00

    4.72 m2

    3.72 za 4.00

    :%$arao" = 4.&& m

    ,%ro r"$a

    _

    =

    =_ = =

    =_

    _

    =

    0/ ^2= (_ ) =_

    =(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!

    "1=(1( 1 24(0.5) )))/(2(0.5))=(

    _

    "2=(1( 1 24(0.5) )))/(2(0.5))=(

    $ = 2_%" (" )_ /_

    =$ =(0.7_&( ))_ /_=

    $ =0.75(_#' _/_(6000 1))/(6000 )) =( )_

    ! =_* =$_%"

    +,. .=# (!_*/#_) =

    ! =_*& $_&=

    +,. .=# (!_*&/#_) =

    $ =_%"$_&

    $ =_#'$_%"

  • 7/23/2019 Calculo de Edificio cargas

    31/124

    s % ; o $ o r ' o r t a " t %

    5 to"

    0.&0

    90

    5590.2& k

    30&2&.72 k

    513&1.21 k

    -590.2&

    463&1.21

    -590.2& :=0.50d

    -367.09

    -365

    22.71 m

    11.35 m

    50

    6.00 1/ 2

    40

    = s% o"t"a

    _

    =0.015 =$_%"

    = ) )(0.220_ (_ ( ) $( )_ =

    1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =

    __

    =

    _

    =

    1__=

    2__=

    _*=__

    =

    *=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*

    *0 1_1_1_

    *=0. =2

    *0 1 2_ 1_1_

    *=0.2 =2

    =

    1 _1_1_ 12

    :*

  • 7/23/2019 Calculo de Edificio cargas

    32/124

    Viga 13 (16-22)

    s % ; o $ o r F % o "

    14 to"m

    250 k/m2

    40m50m

    4200 k/m2

    1/ 2$

    1.27 m

    !str8o 3/ & $ 0.95 m

    0.90

    200 k/m2

    170 k/m2

    45.42 m

    0.1109 m3

    1.&&

    0.12

    0.0049

    0.0026

    0.0152

    &.90 m2

    7.01 za &.00

    7.00

    4.72 m2

    3.72 za 4.00

    :%$arao" = 3.12 m

    ,%ro r"$a

    _

    =

    =_ = =

    =_

    _

    =

    0/ ^2= (_ ) =_

    =(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!

    "1=(1( 1 24(0.5) )))/(2(0.5))=(

    _

    "2=(1( 1 24(0.5) )))/(2(0.5))=(

    $ = 2_%" (" )_ /_

    =$ =(0.7_&( ))_ /_=

    $ =0.75(_#' _/_(6000 1))/(6000 )) =( )_

    ! =_* =$_%"

    +,. .=# (!_*/#_) =

    ! =_*& $_&=

    +,. .=# (!_*&/#_) =

    $ =_%"$_&

    $ =_#'$_%"

  • 7/23/2019 Calculo de Edificio cargas

    33/124

    s % ; o $ o r ' o r t a " t %

    & to"

    0.&0

    90

    6124.64 k

    30&2&.72 k

    513&1.21 k

    1&75.36

    433&1.21

    1&75.36 :=0.50d

    115.54

    115

    22.71 m

    11.35 m

    50

    &.00 1/ 2

    40

    = s% o"t"a

    _

    =0.015 =$_%"

    = ) )(0.220_ (_ ( ) $( )_ =

    1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =

    __

    =

    _

    =

    1__

    = 2__=

    _*=__

    =

    *=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*

    *0 1_1_1_

    *=0. =2

    *0 1 2_ 1_1_

    *=0.2 =2

    =

    1 _1_1_ 12

    :*

  • 7/23/2019 Calculo de Edificio cargas

    34/124

    Viga 14 (17-23)

    s % ; o $ o r F % o "

    12 to"m

    250 k/m2

    40m60m

    4200 k/m2

    1/ 2$

    1.27 m

    !str8o 3/ & $ 0.95 m

    0.90

    200 k/m2

    170 k/m2

    55.42 m

    0.0639m3

    1.93

    0.07

    0.002&

    0.0026

    0.0152

    6.21 m2

    4.&9 za 5.00

    4.00

    5.76 m2

    4.54 za 5.00

    :%$arao" = 6.41 m

    ,%ro r"$a

    _

    =

    =_ = =

    =_

    _

    =

    0/ ^2= (_ ) =_

    =(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!

    "1=(1( 1 24(0.5) )))/(2(0.5))=(

    _

    "2=(1( 1 24(0.5) )))/(2(0.5))=(

    $ = 2_%" (" )_ /_

    =$ =(0.7_&( ))_ /_=

    $ =0.75(_#' _/_(6000 1))/(6000 )) =( )_

    ! =_* =$_%"

    +,. .=# (!_*/#_) =

    ! =_*& $_&=

    +,. .=# (!_*&/#_) =

    $ =_%"$_&

    $ =_#'$_%"

  • 7/23/2019 Calculo de Edificio cargas

    35/124

    s % ; o $ o r ' o r t a " t %

    10.5 to"

    0.&0

    90

    6419.96 k

    37616.95 k

    62694.92 k

    40&0.04

    52194.92

    40&0.04 :=0.50d

    64.&

    65

    27.71 m

    13.&5 m

    60

    5.00 1/ 2

    40

    = s% o"t"a

    _

    =0.015 =$_%"

    = ) )(0.220_ (_ ( ) $( )_ =

    1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =

    __

    =

    _

    =

    1__=

    2__=

    _*=__

    =

    *=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*

    *0 1_1_1_

    *=0. =2

    *0 1 2_ 1_1_

    *=0.2 =2

    =

    1 _1_1_ 12

    :*

  • 7/23/2019 Calculo de Edificio cargas

    36/124

    Viga 15 (18-24)

    s % ; o $ o r F % o "

    14 to"m

    250 k/m240m

    60m

    4200 k/m2

    1/ 2$

    1.27 m

    !str8o 3/ & $ 0.95 m

    0.90

    200 k/m2

    170 k/m2

    55.42 m

    0.0745m3

    1.92

    0.0&

    0.0032

    0.0026

    0.0152

    7.09 m2

    5.5& za 6.005.00

    5.76 m2

    4.54 za 5.00

    :%$arao" = 4.&& m

    ,%ro r"$a

    _

    ==_ =

    =

    =_

    _

    =

    0/ ^2= (_ ) =_

    =(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!

    "1=(1( 1 24(0.5) )))/(2(0.5))=(

    _

    "2=(1( 1 24(0.5) )))/(2(0.5))=(

    $ = 2_%" ("

    )_ /_=$ =(0.7_&( ))_ /_=

    $ =0.75(_#' _/_(6000 1))/(6000 )) =( )_

    ! =_* =$_%"

    +,. .=# (!_*/#_

    ) =

    ! =_*& $_&=

    +,. .=# (!_*&/#_) =

    $ =_%"$_&

    $ =_#'$_%"

  • 7/23/2019 Calculo de Edificio cargas

    37/124

    s % ; o $ o r ' o r t a " t %

    & to"

    0.&0

    90

    6620.5& k

    37616.95 k

    62694.92 k

    1379.42

    54694.92

    1379.42 :=0.50d

    191.67

    190

    27.71 m

    13.&5 m

    60

    6.00 1/ 2

    40

    = s% o"t"a

    _

    =0.015 =$_%"

    = ) )(0.220_ (_ ( ) $( )_ =

    1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =

    __

    =

    _

    =

    1__

    = 2__=

    _*=__

    =

    *=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*

    *0 1_1_1_

    *=0. =2

    *0 1 2_ 1_1_

    *=0.2 =2

    =

    1 _1_1_ 12

    :*

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    _

    ==_ = =

    =_

    _

    =

    0/ ^2= (_ ) =_

    =(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!

    "1=(1( 1 24(0.5) )))/(2(0.5))=(

    _

    "2=(1( 1 24(0.5) )))/(2(0.5))=(

    $ = 2_%" (" )_ /_

    =$ =(0.7_&( ))_ /_=

    $ =0.75(_#' _/_(6000 1))/(6000 )) =( )_

    ! =_* =$_%"

    +,. .=# (!_*/#_) =

    ! =_*& $_&=

    +,. .=# (!_*&/#_) =

    $ =_%"$_&

    $ =_#'$_%"

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    _

    =0.015 =$_%"

    = ) )(0.220_ (_ ( ) $( )_ =

    1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =

    __

    =

    _

    =

    1__

    = 2__=

    _*=__

    =

    *=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*

    *0 1_1_1_

    *=0. =2

    *0 1 2_ 1_1_

    *=0.2 =2

    =

    1 _1_1_ 12

    :*

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    @aro%"to

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    !"#$ %" "#+*&"* = 4800 ,-/2

    !"#$ %"& '*+$= 69.44 ;-/2 ( 3) 208.32

    +*-* &$#* = 22266 ;-/2

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    k/m

    k/m

    k/m

    k/m

    k/m

    k/m

    k/m

    ,-/

    k/m

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    0.35

    0.40

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    Loza de Entrepiso NIVEL 1

    Loza 2400(0.10)= 240.00

    !"tortado 2100(0.025)= 52.50

    %ao" 2100(0.02)= 42.00

    R'F = 40.00

    '= 374.50

    '*= 400.00

    774.50

    *a (0.50)(0.60)(2400)= 720.00

    (774.50)(9)= 6970.50 k/6m =

    !"#$ %" "#+*&"*=

    (774.50)(9)= 6970.50 k/6m =

    $%so d% t"ao=

    _

    =

    _

    =

    _

    =

    0.50

    0.50

    0.40

    $031

    !"#

    20&0 !"#

    20&0 !"#

    20&0 !"# 2

    20&0 !"#$031

    !"#

    $031

    !"#

    6

    6

    & #2

    & #2

    & #2

    & #2

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    ++

    o

    "

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    m

    m

    o

    "

    ro%so

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    m

    m

    1/ 2

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    m

    m

    o

    "

    ro%so

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    m

    m

    1/ 2

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    m

    m

    o

    "

    ro%so

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    m

    m

    1/ 2

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    m

    m

    o

    "

    ro%so

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    m

    m

    1/ 2

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    m

    m

    o

    "

    ro%so

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    m

    m

    1/ 2

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    m

    m

    o

    "

    ro%so

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    m

    m

    1/ 2

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    m

    m

    o

    "

    ro%so

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    m

    m

    1/ 2

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    m

    m

    o

    "

    ro%so

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    m

    m

    1/ 2

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    m

    m

    o

    "

    ro%so

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    m

    m

    1/ 2

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    m

    m

    o

    "

    ro%so

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    m

    m

    1/ 2

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    m

    m

    o

    "

    ro%so

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    m

    m

    1/ 2

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    1.27 m

    0.71 m

    'o"t"ar ro%so

    odar :%o"

    0.0010

    0.0116

    o"t"ar ro%so

    *aras

    *aras

    #_

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    0.0114

    25&2&.72

    :=0.50d

    :=0.25d

    m

    m

    20m

    10m

    4.00 1/ 2

    3/ &

    20

    E#'.

    +

    :*

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    1.27 m

    0.71 m

    'o"t"ar ro%so

    odar :%o"

    0.0023

    0.0103

    o"t"ar ro%so

    *aras

    *aras

    #_

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    0.0101

    22&2&.72

    :=0.50d

    :=0.25d

    m

    m

    20m

    10m

    4.00 1/ 2

    3/ &

    20

    E#'.

    +

    :*

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    1.27 m

    0.71 m

    'o"t"ar ro%so

    odar :%o"

    0.0002

    0.0124

    o"t"ar ro%so

    *aras

    *aras

    #_

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    0.0122

    27116.95

    :=0.50d

    :=0.25d

    m

    m

    25m

    15m

    5.00 1/ 2

    3/ &

    25

    E#'.

    +

    :*

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    1.27 m

    0.71 m

    'o"t"ar ro%so

    odar :%o"

    0.0006

    0.0120

    o"t"ar ro%so

    *aras

    *aras

    #_

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    0.011&

    29616.95

    :=0.50d

    :=0.25d

    m

    m

    25m

    15m

    5.00 1/ 2

    3/ &

    25

    E#'.

    +

    :*

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    #_

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    E#'.

    +

    :*

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    ,-/

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    k/m2

    k/m2

    k/m2

    k/m2

    k/m2

    k/m2

    k/m2

    k/m

    1161.75 k/m

    720.00 k/m

    1&&1.75 k/m

    5150 k/m7031.75 k/m1161.75 k/m

    720.00 k/m

    1&&1.75 k/m

    208.32 k/m2090.07 k/m

    &0 !"#

    0&0 !"#

    $031

    !"#

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    R#+#!Z

    0.4I

    0.33I

    0.33I

    0.4I

    0.33I

    0.166 I

    F,'TAR ! #:TR#@B'#A

    NOO 2 0.450.190.37

    NOO 3 0.40

    0.403>9= 0.20

    NOO 4 0.370.450.19

    NOO 5 0.45

    0.370.19

    NOO 6 0.670.50

    2>1=2>8=2>3=

    3>4=

    3>2=

    4>3=4>5=

    4>10=

    5>4=

    5>6=5>11=

    6>5=6>512=

    ,2>1?,7>8? ,13>14?,20>19=0/3= /2.50 =

    ,3>2?,8>9? ,14>15?,20>21=0/3= /30 =

    ,4>3?,9>10? ,16>15?,22>21=0/3= /30 =

    ,5>4?,11>10? ,17>16?,22>23=0/3= /2.50 =

    ,6>5?,12>11? ,18>17?,24>23=0/3= /30 =

    ,2>8=0/3= /60 =

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    NOO 8 0.380.160.310.16

    NOO 9 0.310.160.16

    0.31

    NOO 10 0.380.310.160.16

    NOO 11 0.33

    0.270.140.27

    NOO 12 0.250.500.25

    NOO 14 0.33

    0.160.310.16

    NOO 15 0.310.160.160.31

    NOO 16 0.16

    0.380.160.31

    NOO 17 0.160.380.16

    0.31

    8>7=8>2=8>9=

    8>14=

    9>8=9>3=

    9>15=

    9>10=

    10>11=10>9=10>4=

    10>16=

    11>10=

    11>5=11>17=11>12=

    12>6=12>11=12>18=

    14>13=

    14>20=14>8=

    14>15=

    15>14=15>21=15>9=

    15>16=

    16>22=

    16>10=16>15=16>17=

    17>11=17>16=17>23=

    17>18=

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    NOO 18 0.500.250.25

    NOO 20 0.450.190.37

    NOO 21 0.33

    0.400.40

    NOO 22 0.370.45

    0.37

    NOO 23 0.190.370.45

    NOO 24 0.334677420.66532258

    18>17=18>12=18>12=

    20>19=20>14=20>21=

    21>15=

    21>20=21>22=

    22>16=22>23=

    22>21=

    23>17=23>24=23>22=

    24>23=24>18=

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    @O@ENTO E E@POTA@IENTO PEEBTO

    @E6>12 >4.56 4.56 '$.@E12>18 >4.56 4.56 '$.@E18>24 >4.56 4.56 '$.

    @E5>11 >4.53 4.53 '$.@E11>17 >4.53 4.53 '$.@E17>23 >4.53 4.53 '$.

    @E4>10 >5.025 5.025 '$.@E10>16 >5.025 5.025 '$.@E16>22 >5.025 5.025 '$.

    @E3>9 >5.61 5.61 '$.@E9>15 >5.61 5.61 '$.

    @E15>21 >5.61 5.61 '$.

    @E2>8 >6.27 6.27 '$.@E8>14 >6.27 6.27 '$.@E14>20 >6.27 6.27 '$.

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    NOO 2 3 4 5CAA 2>1 2>8 2>3 3>2 3>9 3>4 4>3 4>10 4>5 5>4 5>6 6>5

    [email protected].

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    86>12 8>7 8>2 8>14 8>9 9>8 9>3 9>15 9>10