Trabajo Original de Diseño

7/25/2019 Trabajo Original de Diseo

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INGENIERIA CIVIL CONCRETO ARMADO IUNPRG

PROYECTO VIVIENDA MULTIFAMILIAR - 3 PSIOS

ESPECIFICACIONES TCNICAS: PROYECTO DEPARTAMENTOS 3 NIVELES

DATOS GEOMTRICOS : PESO POR METRO CUADRADO

Largo: 20.00 m Vivienda (S/C) 200 Kg/m NOR

An!o: "".00 m A#igerado (0.20m) $00 Kg/m

N% &or'io - 0 E*eor de &. M+er'o: 0.0, m Ceramia on

N% &or'io - 0 An!o 'a1i+eria: 0.2 m

N% &io $ &io &. 3a1.E. 2% *io: $"4 Kg/m

A#'+ra En're*io 2.50 m &. 3a1.E. $% *io: $26 Kg/m

CARACTERISTICAS DE MATERIALES A7o'ea: S/C "00 Kg/m

&. E*. M+ro de A#1a8i#eria: "900 Kg/m CARACTERISTICAS DE LA ZONA

Rei'enia a #a om*reion : ;


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=amo ! 0.20 m

1 0."0 m

3. PREDIMENSIONAMIENTO DE COLUMNAS >imenione minima *ara o#+mna e 2 m.

Area minima C. &+ D 0.,

D (0.9. ; 6.0,$ m C6 $55.,0 Kg $.9" m 22$,.60 Kg


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T*. E+). 2 )& T*. E+). 3 )&

Longi'+de m+ro Area Li1re Longi'+de m+ro

A E-020 "0.$ m .6 m 26.45 m 4.6" m 2.29 m

"0.4 m .4 m $6.,2 m 6.00 m ".02 m

ra*io ie#o rao ".40 m ",.56 m ,.45 m ,." m

"6.$5 m 25.0 m ".40 m 5."0 m

.5" m 2$.20 m "2."5 m .95 m

,.2, m 9.09 m 6.69 m

3o'a# 1.46 7 135.89 7 3o'a# 2.32 7

319 ;0


4/344


5/344


Area Li1re

26.45 m

$6.,2 m

",.56 m

25.0 m

2$.20 m

9.09 m

135.89 7

TERCER PISO

0.25 x 0.20

0.25 x 0.20

0.25 x 0.20

0.25 x 0.20

TERCER PISO

0.30*0.20

0.30*0.20

0.30*0.20

0.30*0.20

0.30*0.20

0.30*0.20

TERCER PISO

0.10*0.20

0.10*0.20

0.10*0.20

0.10*0.20

O


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P+ A'% M). S%==. C+' U&7&

$592,.05 Kg 6,,."94 m 2".96 m 8.25 7

$$9$$."$ Kg $29.,45 m "9."$ m 8.25 7

$6525.4$ Kg $$5."0 m "9.$6 m 8.25 7

$592,.05 Kg 6,,."94 m 2".96 m 8.25 7

6$2.9, Kg 29.2"" m 22.49 m 8.25 7

666$2.5$ Kg $,6.2$0 m "4.$ m 8.25 7

666$2.5$ Kg $,6.2$0 m "4.$ m 8.25 7

6$2.9, Kg 29.2"" m 22.49 m 8.25 7

$"$2".$4 Kg $06.$9, m ",.6 m 8.25 7

0"2$.2, Kg 622."4 m 20. m 8.25 7

$5964.,9 Kg $"0.$56 m ",.52 m 8.25 7

$$$"4.96 Kg $2$.909 m ",.44 m 8.25 7

$0,"5.26 Kg 249.05 m ",.29 m 8.25 7

94.$" Kg 64$.2"" m 22.2" m 8.25 7

426.54 Kg6,".02" m

2".,0 m 8.25 7$,02$.$5 Kg $4.,44 m "9.4, m 8.25 7

6$520.49 Kg 62$.4"5 m 20.4 m 8.25 7

5946.05 Kg 6,4."9 m 2".94 m 8.25 7

24,.$5 Kg 662.44, m 2".0 m 8.25 7

0255.00 Kg 699.646 m 22."0 m 8.25 7

$,042.0 Kg 690.529 m 2".42 m 8.25 7

620$2.," Kg 609.69" m 20.2" m 8.25 7

620$2.," Kg 609.69" m 20.2" m 8.25 7

$,042.0 Kg 690.529 m 2".42 m 8.25 7


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9/344



10/344



11/344



12/344


m


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METRADO DE CARGA

DIMENSIONES

Viga &rini*a#e 1 0.2 m ! 0.20 m

Viga Se+ndaria : 1 0.$0 m ! 0.20 m

Co#+mna: 0.2 m 0.2 m

PESO POR METRO CUADRADO

&. E*. >e# C%: ? 2.60 3/m Aa1ado 0." 3/m

A7o'ea: S/C 0."0 3/m &. 3a1.E. 2% *io: 0.$2 3/m

Vivienda (S/C) 0.20 3/m &. 3a1.E. $% *io: 0.$2 3/m

A#igerado (0.20m) 0.$0 3/m An!o 3ri1+'ario G

&. E*. M+ro de A#1a8i#eria: "900 Kg/m

A#'+ra En're*io 2.50 m

&ara*e'o ".00 m

1. PRIMER PISO

1.1. VIGAS PRNCIPALES

E$% E$% L0+),+ (7" P%& A/)0%'

2

A - G 6.00 m 2.0 m 0."2 3/m 0.59 3/m

G - C 2.00 m 2.0 m 0."2 3/m 0.59 3/m

C - > 6.00 m 2.0 m 0."2 3/m 0.59 3/m

$

A - G 6.00 m $.0$ m 0."2 3/m 0.9$ 3/m

G - C 2.00 m $.0$ m 0."2 3/m 0.9$ 3/m

C - > 6.00 m $.0$ m 0."2 3/m 0.9$ 3/m

6A - G 6.00 m 2.59 m 0."2 3/m 0.,$ 3/mG - C 2.00 m 2.59 m 0."2 3/m 0.,$ 3/m

C - > 6.00 m 2.59 m 0."2 3/m 0.,$ 3/m

A - G 6.00 m $.22 m 0."2 3/m 0.94 3/m

G - C 2.00 m $.22 m 0."2 3/m 0.94 3/m

C - > 6.00 m $.22 m 0."2 3/m 0.94 3/m

5

A - G 6.00 m $.6$ m 0."2 3/m 0.4 3/m

G - C 2.00 m $.6$ m 0."2 3/m 0.4 3/m

C - > 6.00 m $.6$ m 0."2 3/m 0.4 3/m

,

A - G 6.00 m ".9" m 0."2 3/m 0.6, 3/m

G - C 2.00 m ".9" m 0."2 3/m 0.6, 3/m

C - > 6.00 m ".9" m 0."2 3/m 0.6, 3/m

&ara #a viga e+ndaria a no e onidera #a arga viva o#o #a arga m+er'a *or #o 'an'o no !a1ra om1inaion de arga

1.2. VIGAS SECUNDARIAS

E$% E$% L0+),+ (7" P. P') V)0 P%& % M+'

A

2 - $ 2.40 m 0."6 3/m 2.40 m 0.,0 3/m

$ - 6 2.5 m 0."6 3/m 2.5 m 0.,0 3/m

6 - 2.20 m 0."6 3/m 2.20 m 0.,0 3/m

- 5 $.69 m 0."6 3/m "."9 m 0.26 3/m

5 - , $."2 m 0."6 3/m $."2 m 0.,0 3/m2 - $ 2.40 m 0."6 3/m 2.2 m 0.6 3/m

$ - 6 2.5 m 0."6 3/m ".60 m 0.$, 3/m

A=> T')*+,') #(7"

P. P')V)0

L0),+7+' (7"


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G 6 - 2.20 m 0."6 3/m 2.20 m 0.,0 3/m

- 5 $.69 m 0."6 3/m ".22 m 0.2 3/m

5 - , $."2 m 0."6 3/m 0.00 m 0.00 3/m

C

2 - $ 2.40 m 0."6 3/m 2.2 m 0.6 3/m

$ - 6 2.5 m 0."6 3/m 0.00 m 0.00 3/m

6 - 2.20 m 0."6 3/m 0.00 m 0.00 3/m

- 5 $.69 m 0."6 3/m 0.00 m 0.00 3/m

5 - , $."2 m 0."6 3/m 0.00 m 0.00 3/m

>

2 - $ 2.40 m 0."6 3/m 2.40 m 0.,0 3/m

$ - 6 2.5 m 0."6 3/m 2.5 m 0.,0 3/m

6 - 2.20 m 0."6 3/m 0.5, m 0.2" 3/m

- 5 $.69 m 0."6 3/m $.69 m 0.,0 3/m

5 - , $."2 m 0."6 3/m $."2 m 0.,0 3/m

2. SEGUNDO PISO


E$% E$% L0+),+ (7" P%& A/)0%'

2

A - G 6.00 m 2.0 m 0."2 3/m 0.59 3/m

G - C 2.00 m 2.0 m 0."2 3/m 0.59 3/m

C - > 6.00 m 2.0 m 0."2 3/m 0.59 3/m

$

A - G 6.00 m $.0$ m 0."2 3/m 0.9$ 3/m

G - C 2.00 m $.0$ m 0."2 3/m 0.9$ 3/m

C - > 6.00 m $.0$ m 0."2 3/m 0.9$ 3/m

6

A - G 6.00 m 2.59 m 0."2 3/m 0.,$ 3/m

G - C 2.00 m 2.59 m 0."2 3/m 0.,$ 3/m

C - > 6.00 m 2.59 m 0."2 3/m 0.,$ 3/m

A - G 6.00 m $.22 m 0."2 3/m 0.94 3/m

G - C 2.00 m $.22 m 0."2 3/m 0.94 3/m

C - > 6.00 m $.22 m 0."2 3/m 0.94 3/m

5

A - G 6.00 m $.6$ m 0."2 3/m 0.4 3/m

G - C 2.00 m $.6$ m 0."2 3/m 0.4 3/m

C - > 6.00 m $.6$ m 0."2 3/m 0.4 3/m

,

A - G 6.00 m ".9" m 0."2 3/m 0.6, 3/m

G - C 2.00 m ".9" m 0."2 3/m 0.6, 3/m

C - > 6.00 m ".9" m 0."2 3/m 0.6, 3/m



E$% E$% L0+),+ (7" P. P') V)0 P%& M+'

A

2 - $ 2.40 m 0."6 3/m 2.40 m 0.,0 3/m

$ - 6 2.5 m 0."6 3/m 2.5 m 0.,0 3/m

6 - 2.20 m 0."6 3/m 2.20 m 0.,0 3/m

- 5 $.69 m 0."6 3/m "."9 m 0.26 3/m

5 - , $."2 m 0."6 3/m $."2 m 0.,0 3/m

G

2 - $ 2.40 m 0."6 3/m 2."0 m 0." 3/m

$ - 6 2.5 m 0."6 3/m ".60 m 0.$, 3/m

6 - 2.20 m 0."6 3/m 2.20 m 0.,0 3/m

- 5 $.69 m 0."6 3/m ".22 m 0.2 3/m

A=> T')*+,') #(7"

P. P')V)0

L0),+7+' (7"


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5 - , $."2 m 0."6 3/m 0.00 m 0.00 3/m

C

2 - $ 2.40 m 0."6 3/m 2."0 m 0." 3/m

$ - 6 2.5 m 0."6 3/m 0.00 m 0.00 3/m

6 - 2.20 m 0."6 3/m 0.00 m 0.00 3/m

- 5 $.69 m 0."6 3/m 0.00 m 0.00 3/m

5 - , $."2 m 0."6 3/m 0.00 m 0.00 3/m

>

2 - $ 2.40 m 0."6 3/m 2.40 m 0.,0 3/m

$ - 6 2.5 m 0."6 3/m 2.5 m 0.,0 3/m

6 - 2.20 m 0."6 3/m 0.5, m 0.2" 3/m

- 5 $.69 m 0."6 3/m $.69 m 0.,0 3/m

5 - , $."2 m 0."6 3/m $."2 m 0.,0 3/m

3. TERCER PISO


E$% E$% L0+),+ (7" P%& A/)0%'

2

A - G 6.00 m 2.0 m 0."2 3/m 0.59 3/m

G - C 2.00 m 2.0 m 0."2 3/m 0.59 3/m

C - > 6.00 m 2.0 m 0."2 3/m 0.59 3/m

$

A - G 6.00 m $.0$ m 0."2 3/m 0.9$ 3/m

G - C 2.00 m $.0$ m 0."2 3/m 0.9$ 3/m

C - > 6.00 m $.0$ m 0."2 3/m 0.9$ 3/m

6

A - G 6.00 m 2.59 m 0."2 3/m 0.,$ 3/m

G - C 2.00 m 2.59 m 0."2 3/m 0.,$ 3/m

C - > 6.00 m 2.59 m 0."2 3/m 0.,$ 3/m

A - G 6.00 m $.22 m 0."2 3/m 0.94 3/m

G - C 2.00 m $.22 m 0."2 3/m 0.94 3/m

C - > 6.00 m $.22 m 0."2 3/m 0.94 3/m

5

A - G 6.00 m $.6$ m 0."2 3/m 0.4 3/m

G - C 2.00 m $.6$ m 0."2 3/m 0.4 3/m

C - > 6.00 m $.6$ m 0."2 3/m 0.4 3/m

,

A - G 6.00 m ".9" m 0."2 3/m 0.6, 3/m

G - C 2.00 m ".9" m 0."2 3/m 0.6, 3/m

C - > 6.00 m ".9" m 0."2 3/m 0.6, 3/m



E$% E$% L0+),+ (7" P. P') V)0 P%& M+'

A

2 - $ 2.40 m 0."6 3/m 0.00 m 0.00 3/m

$ - 6 2.5 m 0."6 3/m 0.00 m 0.00 3/m

6 - 2.20 m 0."6 3/m 0.00 m 0.00 3/m

- 5 $.69 m 0."6 3/m 0.00 m 0.00 3/m

5 - , $."2 m 0."6 3/m 0.00 m 0.00 3/m

G

2 - $ 2.40 m 0."6 3/m 0.00 m 0.00 3/m

$ - 6 2.5 m 0."6 3/m 0.00 m 0.00 3/m

6 - 2.20 m 0."6 3/m 0.00 m 0.00 3/m

- 5 $.69 m 0."6 3/m 0.00 m 0.00 3/m

5 - , $."2 m 0."6 3/m 0.00 m 0.00 3/m

2 - $ 2.40 m 0."6 3/m 0.00 m 0.00 3/m

A=> T')*+,') #

(7"

P. P')

V)0

L0),+7+' (7"


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C

$ - 6 2.5 m 0."6 3/m 0.00 m 0.00 3/m

6 - 2.20 m 0."6 3/m 0.00 m 0.00 3/m

- 5 $.69 m 0."6 3/m 0.00 m 0.00 3/m

5 - , $."2 m 0."6 3/m 0.00 m 0.00 3/m

>

2 - $ 2.40 m 0."6 3/m 0.00 m 0.00 3/m

$ - 6 2.5 m 0."6 3/m 0.00 m 0.00 3/m

6 - 2.20 m 0."6 3/m 0.00 m 0.00 3/m

- 5 $.69 m 0."6 3/m 0.00 m 0.00 3/m

5 - , $."2 m 0."6 3/m 0.00 m 0.00 3/m


17/344

C'0 U*)= % 2

P%& % M+' 1.4 ? @7 1.! ? @

0.$9 3/m 0.00 m 0.00 3/m 0.90 3/m ".454 3/m 0.00 3/m 2.! T


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0.9 3/m no "."9 3/m 0.00 3/m "."9 3/m

0.$4 3/m no 0. 3/m 0.00 3/m 0. 3/m

0."6 3/m no 0.20 3/m 0.00 3/m 0.20 3/m

0.54 3/m no 0.45 3/m 0.00 3/m 0.45 3/m

0."6 3/m no 0.20 3/m 0.00 3/m 0.20 3/m

0."6 3/m no 0.20 3/m 0.00 3/m 0.20 3/m

0."6 3/m no 0.20 3/m 0.00 3/m 0.20 3/m

0."6 3/m no 0.20 3/m 0.00 3/m 0.20 3/m

0.9 3/m no "."9 3/m 0.00 3/m "."9 3/m

0.9 3/m no "."9 3/m 0.00 3/m "."9 3/m

0.$5 3/m no 0.0 3/m 0.00 3/m 0.0 3/m

0.9 3/m no "."9 3/m 0.00 3/m "."9 3/m

0.9 3/m no "."9 3/m 0.00 3/m "."9 3/m

C'0 U*)= % 3

P%& M+' 1.4 ? @7 1.! ? @

0.$9 3/m 0.00 m 0.00 3/m 0.9" 3/m ".49 3/m 0.0 3/m 2.!! T


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0."6 3/m no 0.20 3/m 0.00 3/m 0.20 3/m

0.5 3/m no 0.4" 3/m 0.00 3/m 0.4" 3/m

0."6 3/m no 0.20 3/m 0.00 3/m 0.20 3/m

0."6 3/m no 0.20 3/m 0.00 3/m 0.20 3/m

0."6 3/m no 0.20 3/m 0.00 3/m 0.20 3/m

0."6 3/m no 0.20 3/m 0.00 3/m 0.20 3/m

0.9 3/m no "."9 3/m 0.00 3/m "."9 3/m

0.9 3/m no "."9 3/m 0.00 3/m "."9 3/m

0.$5 3/m no 0.0 3/m 0.00 3/m 0.0 3/m

0.9 3/m no "."9 3/m 0.00 3/m "."9 3/m

0.9 3/m no "."9 3/m 0.00 3/m "."9 3/m

C'0 U*)= % A

1.4 ? @7 1.! ? @

0.$9 3/m 0.00 m 0.00 3/m 0.00 3/m ".", 3/m 0.2 3/m 1.4 T


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0."6 3/m no 0.20 3/m 0.00 3/m 0.20 3/m

0."6 3/m no 0.20 3/m 0.00 3/m 0.20 3/m

0."6 3/m no 0.20 3/m 0.00 3/m 0.20 3/m

0."6 3/m no 0.20 3/m 0.00 3/m 0.20 3/m

0."6 3/m no 0.20 3/m 0.00 3/m 0.20 3/m

0."6 3/m no 0.20 3/m 0.00 3/m 0.20 3/m

0."6 3/m no 0.20 3/m 0.00 3/m 0.20 3/m

0."6 3/m no 0.20 3/m 0.00 3/m 0.20 3/m

0."6 3/m no 0.20 3/m 0.00 3/m 0.20 3/m


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)&

$.5" 3/m

$.5" 3/m

$.5" 3/m

6.9, 3/m

6.$5 3/m

6.9, 3/m

$.95 3/m$.95 3/m

$.95 3/m

.5" 3/m

.09 3/m

.6" 3/m

.2$ 3/m

.4" 3/m

6.42 3/m

$.5" 3/m

$.5" 3/m

$.5" 3/m

@+ 1.4 (@7" B 1.!(@"


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)&

$.52 3/m

$.52 3/m

$.52 3/m

6.94 3/m

6.$9 3/m

6.94 3/m

$.99 3/m

$.99 3/m

$.99 3/m

.5$ 3/m

.02 3/m

.6$ 3/m

.2 3/m

.4$ 3/m

6.4 3/m

$.52 3/m

$.52 3/m

$.52 3/m

@+ 1.4 (@7" B 1.!(@"


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,%

2.05 3/m

2.05 3/m

2.05 3/m

2.64 3/m

2.64 3/m

2.64 3/m

2.2" 3/m

2.2" 3/m

2.2" 3/m

2.56 3/m

2.56 3/m

2.56 3/m

2.9" 3/m

2.9" 3/m

2.9" 3/m

2.64 3/m

2.64 3/m

2.64 3/m

@+ 1.4 (@7" B 1.!

(@"


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PORTICOS A ANALIZAR - COM#INACIONES DE CARGA

PORTICO PRINCIPAL 2-2

Carga Viva ESTADO 1

Carga M+er'a

0.26 3/m 0.26 3/m

ESTADO 1: ESTADO PARA CARGA MUERTA 0.5" 3/m 0.5" 3/m

0.9 3/m 0.9 3/m

0.5" 3/m 0.5" 3/m 0.5" 3/m

2.5 m

0.26 3/m 0.26 3/m

2.5 m 0.5" 3/m 0.5" 3/m

0.9 3/m 0.9 3/m

0.5" 3/m 0.5" 3/m 0.5" 3/m2.5 m

".5 3/m ".5 3/m

2.5 m ".9" 3/m ".9" 3/m

$.65 3/m $.65 3/m

".9" 3/m ".9" 3/m ".9" 3/m 2.60 m

2.60 m

A G

$.,2 m "." m

A G C >$.,2 m "." m 2.2 m ESTADO 2

ESTADO 2: ESTADO PARA CARGA VIVA 0.26 3/m

0.5" 3/m 0.5" 3/m

0.26 3/m 0.26 3/m 0.9 3/m 0.5" 3/m

2.5 m

2.5 m 0.26 3/m

0.5" 3/m 0.5" 3/m

0.26 3/m 0.9 3/m

2.5 m

2.5 m ".5 3/m

".9" 3/m ".9" 3/m

".5 3/m ".5 3/m $.65 3/m

2.60 m

2.60 m

A G

A G C>

$.,2 m "." m

$.,2 m "." m 2.2 m

ESTADO 3

ESTADO 3: ESTADO PARA CARGA VIVA


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0.26 3/m

0.26 3/m 0.5" 3/m 0.5" 3/m

0.9 3/m

2.5 m 2.5 m

0.26 3/m

0.26 3/m 0.26 3/m 0.5" 3/m 0.5" 3/m

0.9 3/m

2.5 m 2.5 m

".5 3/m

".5 3/m ".9" 3/m ".9" 3/m

$.65 3/m

2.60 m

2.60 m

A G C > A G

$.,2 m "." m 2.2 m $.,2 m "." m


0.26 3/m 0.26 3/m

2.5 m

0.26 3/m 0.26 3/m

2.5 m

".5 3/m ".5 3/m

2.60 m

A G C >

$.,2 m "." m 2.2 m


0.26 3/m 0.26 3/m

2.5 m

0.26 3/m 0.26 3/m

2.5 m

".5 3/m ".5 3/m


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2.60 m

A G C >

$.,2 m "." m 2.2 m


28/344

0.26 3/m

0.5" 3/m

0.9 3/m

0.26 3/m

0.5" 3/m

0.9 3/m

".5 3/m

".9" 3/m

$.65 3/m

C >

2.2 m

ESTADO 4

0.26 3/m 0.26 3/m 0.26 3/m

0.5" 3/m 0.5" 3/m 0.5" 3/m 0.5" 3/m

0.9 3/m 0.9 3/m 0.9 3/m

2.5 m

0.26 3/m 0.26 3/m

0.5" 3/m 0.5" 3/m 0.5" 3/m 0.5" 3/m

0.9 3/m 0.9 3/m

2.5 m

".5 3/m ".5 3/m ".5 3/m

".9" 3/m ".9" 3/m ".9" 3/m ".9" 3/m

$.65 3/m $.65 3/m $.65 3/m

2.60 m

C > A G C >

2.2 m $.,2 m "." m 2.2 m

ESTADO 5


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0.26 3/m 0.26 3/m

0.5" 3/m 0.5" 3/m 0.5" 3/m 0.5" 3/m

0.9 3/m 0.9 3/m

2.5 m

0.26 3/m 0.26 3/m 0.26 3/m

0.5" 3/m 0.5" 3/m 0.5" 3/m 0.5" 3/m

0.9 3/m 0.9 3/m 0.9 3/m

2.5 m

".5 3/m ".5 3/m

".9" 3/m ".9" 3/m ".9" 3/m ".9" 3/m

$.65 3/m $.65 3/m

2.60 m

C > A G C >

2.2 m $.,2 m "." m 2.2 m


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PORTICO PRINCIPAL 2-2 - DESARROLLO DE 3 COM#INACIONE

ELEMENTOS INERCIAS ESTADO 1 MOMENTOS DE

VP "5555.555, M""" -$.44 3n-m M"""2VS 20000.0000 M""" $.44 3n-m M"2""

COLUMNA "6052.000 M24 -0.4, 3n-m M4"0

M42 0.4, 3n-m M"04

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K$2 $.0550 0.622

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NUDO 2 5 I < L FD 0.026 -0.4,,$

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K24 66.9024 0.2459 -0.06"2 -0.""05K2$ $.0550 0.$"5 0.092$ 0.054

158.9349 ".0000 -0.0"" -0.0"6

0.0"5" 0.0"$5

NUDO 1 4 I < L FD -0.006" -0.00"

K"2 $.0550 0.$$42 0.000 0.0062

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K,$ 66.9024 0.2"" 0.496 -0.495

K,4 $.0550 0.269

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286.2442 ".0000 2.5 m

NUDO 9 - 18 I < L FD

K4, $.0550 0.20$"

K42 66.9024 0."," 8.2658

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21.3182 ".0000 -0.00"40.002

NUDO 11 - 12 I < L FD -0.0092

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32/344

0.0"6 0.0$0$

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0.0009 0.0022

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0.9"96

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33/344


34/344

POR CROSS

MPOTRAMIENTO

-0.55 3n-m M"26 -".9$ 3n-m0.55 3n-m M6"2 ".9$ 3n-m

-0."5 3n-m M"0 -0.6 3n-m

0."5 3n-m M"0 0.6 3n-m

-0."5 3n-m M95 -0.6 3n-m

0."5 3n-m M59 0.6 3n-m

,

8.2151 8.5388

0.4,,$ 8.2546 -0."505 0."505

0.2"",

-0.22"$ -0.252" -0.6" -0.2,250.0$6, -0.0,$9 0.",6$ 0.$695

-0.024" -0.0$6 -0.0,", -0.0$9

0.0059 0.0$4 0.0069 0.0045

-0.0"02 -0.0"2" -0.022 -0.0"25

0.002" 0.0"$4 0.0"26 0.0264

-0.005" -0.00,2 -0.0"" -0.00,

0.0004 0.0025 0.0060 0.0090

-0.00"5 -0.00"4 -0.0060 -0.0020

0.000$ 0.000 0.00"0 0.00"4

-0.0006 -0.0006 -0.0004 -0.000

0.000" 0.0002 0.0006

0.452 -0.$$4" -0.5250

0.22$"

-0.200, -0.2699

-0.000"

0.000$ 0.000

-0.0002 -0.000

0.00"0 0.0022

-0.00"0 -0.00260.002 0.0"09

-0.00$5 -0.0"25

0.02,9 0.0,9

-0.0050 -0.05,

0.0,", 0."642

-0.0",2 0.0,4

-0."6,5 -0.$0,"

-0."$"0 -0."505

4 8.2831 8.4224

8.1!15 8.2831

0.4,60.0662

-0."26, -0."6,5

-0.0$6, -0.$909


35/344

0.0505 0.0,",

-0.0"29 -0.026

0.02$ 0.02,9

-0.00$6 -0.0050

0.0066 0.002

-0.0009 -0.00"0

0.0004 0.00"0

-0.000$ -0.0002

0.0002 0.000$

-0.000"

0.4$" -0.692"

-0.40"4 -".44,$

-0.000" -0.0002

0.000" 0.0002

-0.0006 -0.00040.000 0.00"0

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0.0025 0.0069

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0.0"$4 0.0$$9

-0."064 -0.2"9"

0.0$4 0.624

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8.1!9 8.219$.440"

0.,"$

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0.0$9

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0.0"22

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0.000,

-0.0006 -0.0000.0002

-0.000" -0.000"

$.9,20 -0.4,29

-0.6956

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-0.0055

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"6


36/344

$.,2 m "." m


37/344

9

8.5388 8.2151 8.45!6 8.5422

8.2546 -0.669 0.669 -0.0260

-0.04,2 -0."46$ -0.2$02

0."5,5 0."6" 0.0,0, 0.0"4$

0.0$92 -0.0205 -0.06"2 -0.0699

0.0065 0.00$4 0.0020 0.0"00

-0.0$"5 -0.002, -0.00 -0.005

0.0""4 0.0"0" 0.000 0.00"9

-0.0050 -0.00"5 -0.00$" -0.00$,

0.00$4 0.00$$ 0.00"5 0.0005

-0.00"" -0.000 -0.00"0 -0.00"2

0.0004 0.0009 0.0006 0.0002

-0.000$ -0.000" -0.000$ -0.000$

0.0002 0.0002 0.000"

-0.000" 0.29$0 -0.2924

0."99$ -0.6""

0.""$9 0.0424 -0."24,

-0.000$ -0.000" -0.000"

0.000$ 0.000" 0.000$

-0.00"" -0.000 -0.0005

0.00"" 0.000 0.00""

-0.006, -0.002$ -0.00"40.006 0.00"4 0.00$5

-0.022 -0.0"2" -0.00$2

0.0294 0.0050 0.0"44

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0.0,65 0.002$ 0.0$95

0."4" 0.0,5

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0."505 0.09$9 -0.0690

8.4224 8.2831 "0 8.351 8.351

8.2831 8.1!15 8.296

-0.66,2 0.66,2 -0.$"0-0.020$ -0.0605 -0.0690

0.0,5 0.0565 0.0$2$ -0.02,"


38/344

0.2",, 0.0"5$ 0.0$25 0.0$95

-0.05$" -0.0$$ -0.025, -0.005

0.0"5$ 0.0096 0.0"59 0.0"44

-0.0"2" -0.0"02 -0.00" -0.0020

0.002$ 0.00" 0.00$" 0.00$5

-0.002$ -0.00"4 -0.00"0 -0.0006

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-0.000 -0.0006 -0.0002 -0.000"

0.000" 0.000" 0.000$ 0.000$

-0.000" -0.000" -0.000"

0.2$2 -0.6620 0.645 -0.$$0"

0.,255 0.6,24 -0.59$9

-0.000" -0.000" -0.0002

0.0006 0.0002 0.0005

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-0.002" -0.00"" -0.0060

0.0045 0.0065 0.0"00

-0.0"26 -0.0050 -0.0""2

0.05,5 0.0$2 0.0"4$

-0."04" -0.0$"5 -0.062

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0.5,6 0.0$92 -0.52"0

8.413 8.1969 "2 8.3392 8.3!45

8.219 8.1!9 8.263-".9$"0 ".9$"0

-0.2522 -0.26$ -0.59,

0.6909 0.$5,, 0."9$9

-0.0224 -0.069 -0.049

0.0$4 0.02, 0.0"$,

-0.006, -0.004 -0.0"26

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-0.00", -0.00$6 -0.006

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-0.000" -0.0002 -0.0002

0.2$" -".,224 ".66,$ -0.,5$

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0.25"5 -0.000"

0.000" -0.0006

0.000 -0.0022

0.002 -0.0052

0.0"90 -0.02440.2606 -0.$624

"


39/344

2.2 m


40/344

ESTADO 2 MOMENTOS DE EMPOTRAMIENT

M""" -$.49 3n-m M"""2 -0.$6 3n-mM""" $.49 3n-m M"2"" 0.$6 3n-m

M24 -0.,0 3n-m M4"0 -0."5 3n-m

M42 0.,0 3n-m M"04 0."5 3n-m

M$, -0.49 3n-m M,9 -0."" 3n-m

M,$ 0.49 3n-m M9, 0."" 3n-m

5 $ 8.5422 8.45!6

0.00$4 -0.4,,$

0.2,9 0.665

-0.00, -0.""5,0.0409 0.0,55

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0.066

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0.00,,

2 8.351 8.351

8.296

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0.09, -0.0$66

-0."0"$ -0.09


41/344

0.0",5 0.0$9

-0.0$, -0.0$0"

0.006" 0.0"6$

-0.0"0" -0.009

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0.000"

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6 " 8.3!45 8.3392

8.263-$.496$

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0.0$99 0.024,

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0.9$52

0.000$

0.00""

0.006

0.0"46

0.05690.,650

"5 "$


42/344

$.,2 m


43/344

O

M"26 -".9$ 3n-mM6"2 ".9$ 3n-m

M"0 -0.$2 3n-m

M"0 0.$2 3n-m

M95 -0.6 3n-m

M59 0.6 3n-m

,

8.2151 8.5388 8.5388

0.4,,$ 8.2546 -0.""0 0.""0 8.2546

0.2229

-0.2$$ -0.2,5 -0.,2 -0.29,50.0$9$ -0.0609 0."4", 0.$9$6 0."96$

-0.060, -0.0692 -0."00$ -0.002 0.0"5

0.009, 0.065 0.0"6 0.0$04 0.0"69

-0.0"0 -0.0",9 -0.0$,0 -0.0"9 -0.0$99

0.0024 0.0",0 0.0"5$ 0.0$25 0.0",

-0.00,9 -0.0042 -0.0"42 -0.0045 -0.00,6

0.00"2 0.00$2 0.00" 0.0"0" 0.0064

-0.0020 -0.0026 -0.000 -0.002 -0.00"6

0.000$ 0.000, 0.00"2 0.0026 0.00"2

-0.000 -0.0005 -0.00"2 -0.0005 -0.000$

0.0002 0.000$ 0.0005 0.000$

0.42" -0.$294 -0.52$" -0.000"

0.2050 0."99,

-0."2, -0."2"0 0.0,49

-0.0002 -0.000$

0.000$ 0.000, 0.000$

-0.000$ -0.000, -0.00"$

0.00"$ 0.002, 0.00"6

-0.00"2 -0.00$0 -0.0040.0056 0.0"$6 0.005,

-0.0065 -0.0" -0.0$04

0.0$60 0.0,0, 0.0$6

-0.0094 -0.0905 -0."5"2

0.04"2 0."949 0.0464

-0.026" 0.0$26 0.056,

-0.09"5 -0."54, -0.0969

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4 8.2831 8.4224 8.4224

8.1!15 8.2831 8.2831

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-0.0594 -0.09"5

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44/344

0.0,,0 0.04"2 0.290

-0.0"" -0.0529 -0.0,,

0.029, 0.0$60 0.0"44

-0.006$ -0.00,$ -0.0"64

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-0.00"" -0.00"2 -0.0029

0.00"" 0.00"$ 0.0005

-0.000$ -0.000$ -0.0005

0.000$ 0.000$ 0.000"

-0.000" -0.0002

0.59"" -0.6$6, 0.2"55

-0.46,0 -".,9"" 0.02"

-0.000" -0.000$ -0.000"

0.0002 0.000$ 0.000

-0.0005 -0.00"2 -0.00050.000, 0.00"$ 0.002

-0.002 -0.002 -0.0025

0.00$2 0.004 0.0""9

-0.0"65 -0.0$0$ -0.0"2

0.0",0 0.06"6 0.0924

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0.065 0.$55 ".0,$"

-0.924 -".,2$ -0.952,

-0.0609 -0.$6$0 0.$6$0

"" 8.1969 8.413 8.413

8.1!9 8.219 8.219$.496$

0.,0

-0.,00$ -0.4"4

0.0645 0.54,

-0."05" -0."$9,

0.0"69 0.0660

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0.00$6 0.005$

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-0.$,"

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-0.00"6 0.000,

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-0.0546 0.0220-0.6,4 0.2969

"6


45/344

"." m


46/344

9

8.2151 8.45!6 8.5422 5

-0.669 0.669 -0.00"9

-0."02$ -0.206 -0.2622

0."5 0.0,,9 0.026

-0.02$5 -0.06,$ -0.050

0.0"2 0.005$ 0.0""4

-0.0062 -0.009$ -0.0044

0.0"$2 0.0055 0.0026

-0.002" -0.006" -0.0064

0.006" 0.002" 0.000,

-0.0005 -0.00"$ -0.00"

0.00"0 0.000 0.0002

-0.0002 -0.000$ -0.0006

0.0002 0.000"

0.2,50 -0.2,4

-0.$46,

0.06, -0.0,45

-0.0002 -0.0002

0.000" 0.0006

-0.0005 -0.0009

0.0005 0.00"

-0.0029 -0.00260.0026 0.0069

-0.0"64 -0.0064

0.00,9 0.02$4

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0.00,6 0.009

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8.2831 "0 8.351 8.351

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-0.$202 0.$202 -0.$"0"-0.00" -0.00$0 -0.00$5

0.025$ 0.0"$" -0.0$55


47/344

0.02" 0.0624 0.009

-0.056 -0.0$2, -0.00,2

0.0"0" 0.020" 0.02$4

-0.0"2 -0.005$ -0.0026

0.0020 0.0060 0.0069

-0.0026 -0.00"2 -0.000

0.0005 0.00"2 0.00"

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0.0002 0.000$ 0.0006

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-0.$62" 8.3565 -8.2!91

0.$0 -8.!51

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0.0"5 -0.520"

8.1969 "2 8.3392 8.3!45 6

8.1!9 8.263-".9296 ".9296

-0.25"9 -0.2$5 -0.596,

0.6$5 0.2",9

-0.0$04 -0.05"4 -0.0904

0.0$$5 0.0"59

-0.0050 -0.0"2" -0.0"9

0.0069 0.0026

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0.00"0 0.000

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-".56 ".65$$ -0.,992

-0.$46"

-0.0002

-0.000

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-0.0606-0.$626

" "5


48/344

2.2 m


49/344

ESTADO 4 MOMENTOS DE EMPOTRAMIENTO

M""" -2.09 3n-m M"""2 -0.55 3n-m M"26M""" 2.09 3n-m M"2"" 0.55 3n-m M6"2

M24 -0.49 3n-m M4"0 -0."" 3n-m M"0

M42 0.49 3n-m M"04 0."" 3n-m M"0

M$, -0.,0 3n-m M,9 -0."5 3n-m M95

M,$ 0.,0 3n-m M9, 0."5 3n-m M59

$ 8.5422 8.45!6

0."049 -0.54,,

0.$"99 0.254"

-0.0", -0.0,220.06,, 0.060$

-0.0052 -0.0060

0.00 0.006,

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0.0009 0.000,

-0.0002 -0.000,

0.000 0.0006

-0.000" -0.0002

0.0002 0.000"

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0.64, -0.649

0.$4"

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2 8.351 8.351 4

8.296

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50/344

0.000 0.005$

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0.6022

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0.00"6

0.00

0.00"0.$949

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51/344

$.,2 m


52/344

-0.45 3n-m0.45 3n-m

-0.6 3n-m

0.6 3n-m

-0.$2 3n-m

0.$2 3n-m

,

8.2151 8.5388 8.5388

0.54,, 8.2546 -0."5"0 0."5"0 8.2546

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0.002$ 0.00,6 -0.009" -0.0"52 -0.00,9

-0.0006 -0.0006 -0.0004 -0.0006 -0.0094

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0.000" 0.000" 0.000$ 0.000 0.0002

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0.0000 0.000" 0.000" 0.000"

0.,00 -0.24$ -0.66"2 0.0000

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0.0"64 0.0$04 0.0"6

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53/344

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8.1969 8.413 8.413

8.1!9 8.219 8.2192.09"

0.2490

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54/344

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55/344

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0.2"66 -0.2"66

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0."244 -0."5,9

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56/344

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8.1969 "2 8.3392 8.3!45 6

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57/344

2.2 m


58/344

PORTICO PRINCIPAL 2-2 - DESARROLLO DE LAS 2 COM#INACIONES POR ;ANI CON DESPLAZAMIENTO


M""" -$.49 3n-m M"""2 -0.55 3n-m M"26 -0.45 3n-m

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M$, -0.4, 3n-m M,9 -0."5 3n-m M95 -0.$2 3n-m

M,$ 0.4, 3n-m M9, 0."5 3n-m M59 0.$2 3n-m

COEFICIENTES DE GIRO SIMETRIA

NUDO 1 NUDO 4

; ; I (=74" L (=7" H""$

66.90 "5555.5, m6 $,2.00 m I""" -0.0,6 I6"2 -0.0,6 H"""6

"$.5$ $22.09 m6 260.00 m I""$ -0.226 I6"5 -0.226 H"2"

"22.96 $22.09 m6 25.00 m I"2 -0.20$ I6 -0.20$ H6"5

JK $0$.2, -0.00 -0.00 J

NUDO 2 NUDO 5

; ; I (=74" L (=7"

K2" "22.96 $22.09 m6 25.00 m I2" -0.2"" I6 -0.2""

K24 66.90 "5555.5, m6 $,2.00 m I24 -0.0,, I"0 -0.0,,

K2$ "22.96 $22.09 m6 25.00 m I2$ -0.2"" I5 -0.2"" % $

JK 240.69 -0.00 -0.00

NUDO 3 NUDO

; ; I (=74" L (=7" K$2 "22.96 $22.09 m6 25.00 m I$2 -0.$55 I5 -0.$55

K$, 66.90 "5555.5, m6 $,2.00 m I$, -0."$6 I59 -0."$6

JK "5,.56 -0.00 -0.00

NUDO ! NUDO 6

; ; I (=74" L (=7"

K,$ 66.90 "5555.5, m6 $,2.00 m I,$ -0.09" I95 -0.09"

K,4 "22.96 $22.09 m6 25.00 m I,4 -0.22" I9"0 -0.22"

K,9 ""0.$9 "5555.5, m6 "".00 m I,9 -0."44 I9, -0."44

JK 2,9.02 -0.00 -0.00

NUDO 9 NUDO 18

; ; I (=74" L (=7" K4"" "22.96 $22.09 m6 25.00 m I4"" -0."$ I"0"2 -0."$

K42 66.90 "5555.5, m6 $,2.00 m I42 -0.05 I"0 -0.05

K4, "22.96 $22.09 m6 25.00 m I4, -0."$ I"09 -0."$

K4"0 ""0.$9 "5555.5, m6 "".00 m I4"0 -0."$9 I"04 -0."$9

JK 600.9 -0.00 -0.00

NUDO 11 NUDO 12

; ; I (=74" L (=7"

K""" 66.90 "5555.5, m6 $,2.00 m I""" -0.06 I"26 -0.06

K""4 "22.96 $22.09 m6 25.00 m I""4 -0."69 I"2"0 -0."69

K"""2 ""0.$9 "5555.5, m6 "".00 m I"""2 -0."$$ I"2"" -0."$$

K"""6 "$.5$ $22.09 m6 260.00 m I"""6 -0."56 I"2" -0."56JK 6"$.5 -0.00 -0.00

K1""

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59/344

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60/344


61/344

COEF. DE DESPLAZAMIENTO

; ; ;

"$.5$ -0.$, H2" "22.96 -0.$, H$2 "22.96 -0.$,

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62/344

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63/344

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65/344

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68/344

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69/344

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70/344


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COEFICIENTES DE GIRO SIMETRIA

NUDO 1 NUDO 4

; ; I (=74" L (=7" H""$

66.90 "5555.5, m6 $,2.00 m I""" -0.0,6 I6"2 -0.0,6 H"""6

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JK $0$.2, -0.00 -0.00 J

NUDO 2 NUDO 5

; ; I (=74" L (=7"

K2" "22.96 $22.09 m6 25.00 m I2" -0.2"" I6 -0.2""

K24 66.90 "5555.5, m6 $,2.00 m I24 -0.0,, I"0 -0.0,,

K2$ "22.96 $22.09 m6 25.00 m I2$ -0.2"" I5 -0.2"" % $

JK 240.69 -0.00 -0.00

NUDO 3 NUDO

; ; I (=74" L (=7"

K$2 "22.96 $22.09 m6 25.00 m I$2 -0.$55 I5 -0.$55

K$, 66.90 "5555.5, m6 $,2.00 m I$, -0."$6 I59 -0."$6

JK "5,.56 -0.00 -0.00

NUDO ! NUDO 6

; ; I (=74" L (=7"

K,$ 66.90 "5555.5, m6 $,2.00 m I,$ -0.09" I95 -0.09"

K,4 "22.96 $22.09 m6 25.00 m I,4 -0.22" I9"0 -0.22"

K,9 ""0.$9 "5555.5, m6 "".00 m I,9 -0."44 I9, -0."44

JK 2,9.02 -0.00 -0.00

NUDO 9 NUDO 18

; ; I (=74" L (=7"

K4"" "22.96 $22.09 m6 25.00 m I4"" -0."$ I"0"2 -0."$

K42 66.90 "5555.5, m6 $,2.00 m I42 -0.05 I"0 -0.05

K4, "22.96 $22.09 m6 25.00 m I4, -0."$ I"09 -0."$

K4"0 ""0.$9 "5555.5, m6 "".00 m I4"0 -0."$9 I"04 -0."$9

JK 600.9 -0.00 -0.00

NUDO 11 NUDO 12; ; I (=74" L (=7"

K""" 66.90 "5555.5, m6 $,2.00 m I""" -0.06 I"26 -0.06

PORTICO PRINCIPAL 2-2 - DESARROLLO DE LAS 2 COM#INACIONES POR ;ANI CONDESPLAZAMIENTO

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72/344

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73/344

COEF. DE DESPLAZAMIENTO

; ; ;

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0.2544 0.0496 -0.066, -0."226

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0.2,02 0.0495 -0.0665 -0."222

0.2,02 0.0495 -0.0665 -0."222

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8.5451 -8.5451 8.!8!1 -8.4859

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0.0550 0.026" -0.0256 -0.0,26

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0.0502 0.0220 -0.025, -0.0,$"

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8.59 -8.981 8.9459 -8.3!22

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75/344

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0.6994 0."5" -0.092 -0.2644

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8.6986 -1.6396 2.8!66 -8.!26

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76/344

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77/344

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-8.6611 8.612 8.266 -1.633!

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80/344

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82/344


MOMENTOS VIGAS - PORTICOS -

MOMENTOS CALCULADOS CON EL SAP - PORTICO 2-2 MOMENT

ESTADO 1M% Ma. Nega'ivo

M% Ma. &oii'ivo ENVOLVENTI+)%' D%'%=>

VIGAS

Viga " - "" $.900 3n-m .64$ 3n-m 6.2$0 3n-m

VIGAS

PRIMER PISO$.$94 3n-m $.$94 3n-m 0.000 3n-m

Viga "2 - 6 .64$ 3n-m $.900 3n-m 6.2$0 3n-m

Viga 2 - 4 6.6"2 3n-m .69 3n-m $.40 3n-m

Viga 4 - "0 $.069 3n-m $.069 3n-m 0.000 3n-m

Viga "0 - .69 3n-m 6.6"2 3n-m $.40 3n-m

Viga $ - , 2.09$ 3n-m $.26 3n-m 2.,0 3n-m

TERCER PISOViga , - 9 2."90 3n-m 2."90 3n-m 0.000 3n-m

Viga 9 - 5 $.26 3n-m 2.09$ 3n-m 2.,0 3n-m

ESTADO 2 M% Ma. Nega'ivo M% Ma. &oii'ivoI+)%' D%'%=> MOMENT

VIGAS

Viga " - "" $.429 3n-m .5, 3n-m $."90 3n-m

$.6"6 3n-m $.6"6 3n-m 0.000 3n-mENVOLVENT

Viga "2 - 6 .5, 3n-m $.429 3n-m 6.0 3n-m

Viga 2 - 4 $.955 3n-m 6.5,, 3n-m $."90 3n-m

VIGAS

PRIMER PISOViga 4 - "0 2.55 3n-m 2.55 3n-m 0.000 3n-m

Viga "0 - 6.5,, 3n-m $.955 3n-m $."90 3n-m

Viga $ - , 2."2 3n-m $.6,6 3n-m $."00 3n-m

Viga , - 9 2.$,4 3n-m 2.$,4 3n-m 0.000 3n-m

Viga 9 - 5 $.6,6 3n-m 2."2 3n-m $."00 3n-m

ESTADO 3 M% Ma. Nega'ivo M% Ma. &oii'ivo TERCER PISOI+)%' D%'%=>

VIGAS

Viga " - "" $.25 3n-m 6.,09 3n-m $.650 3n-m

2.44 3n-m 2.44 3n-m 0.000 3n-m

Viga "2 - 6 6.,09 3n-m $.25 3n-m $.650 3n-m MOMENT

Viga 2 - 4 6."4 3n-m .56" 3n-m 6.290 3n-m

Viga 4 - "0 $.095 3n-m $.095 3n-m 0.000 3n-mENVOLVENT

Viga "0 - .56" 3n-m 6."4 3n-m 6.290 3n-m

Viga $ - , ".4, 3n-m $.0"6 3n-m $.6$0 3n-m

VIGAS

PRIMER PISOViga , - 9 2.0"" 3n-m 2.0"" 3n-m 0.000 3n-m

Viga 9 - 5 $.0"6 3n-m ".4, 3n-m $.6$0 3n-m

ESTADO 4 M% Ma. Nega'ivo M% Ma. &oii'ivoI+)%' D%'%=>

VIGAS

Viga " - "" $.9,0 3n-m .995 3n-m 6.640 3n-m

$.,46 3n-m 2.90 3n-m 0.000 3n-m

TERCER PISOViga "2 - 6 6.,, 3n-m $.$0 3n-m $.640 3n-m

Viga 2 - 4 $.42$ 3n-m 6.04 3n-m $.220 3n-m

Viga 4 - "0 2.60 3n-m $.$5 3n-m 0.000 3n-m

Viga "0 - .956 3n-m 6.65 3n-m 6.2"0 3n-m MOMENT

Viga $ - , 2."$" 3n-m $.9" 3n-m $.00 3n-m

Viga , - 9 2.9 3n-m ".4$$ 3n-m 0.000 3n-mENVOLVENT

Viga 9 - 5 2.424 3n-m ".4,4 3n-m 2.650 3n-m


M% Ma. &oii'ivo PRIMER PISOI+)%' D%'%=>

Viga " - "" $.$0 3n-m 6.,, 3n-m $.640 3n-m

2.90 3n-m $.,46 3n-m 0.000 3n-m

PRIMERPISO

Viga"" - "2

SEGUNDOPISO

SEGUNDOPISO

TERCERPISO

PRIMERPISO

Viga"" - "2

SEGUNDOPISO

TERCERPISO

SEGUNDOPISO

PRIMERPISO

Viga"" - "2

SEGUNDOPISO

TERCERPISO

SEGUNDOPISO

PRIMERPISO

Viga"" - "2

SEGUNDOPISO

TERCERPISO

PRIMERViga"" - "2


83/344

VIGAS

Viga "2 - 6 .995 3n-m $.9,0 3n-m 6.640 3n-m VIGAS

Viga 2 - 4 6.65 3n-m .956 3n-m 6.2"0 3n-m

Viga 4 - "0 $.$5 3n-m 2.60 3n-m 0.000 3n-m

TERCER PISOViga "0 - 6.04 3n-m $.42$ 3n-m $.220 3n-m

Viga $ - , ".4,4 3n-m 2.424 3n-m 2.650 3n-m

Viga , - 9 ".4$$ 3n-m 2.9 3n-m 0.000 3n-m

Viga 9 - 5 $.9" 3n-m 2."$" 3n-m $.00 3n-m MOMENT

ENVOLVENTEM% Maimo Nega'ivo

M% Ma. &oii'ivoI+)%' D%'%=>

ENVOLVENT

VIGAS

Viga " - "" $.429 3n-m .995 3n-m 6.640 3n-m

$.,46 3n-m $.,46 3n-m 0.000 3n-m

VIGAS

PRIMER PISOViga "2 - 6 .995 3n-m $.429 3n-m 6.0 3n-m

Viga 2 - 4 6."4 3n-m .956 3n-m 6.290 3n-m

Viga 4 - "0 $.$5 3n-m $.$5 3n-m 0.000 3n-m

Viga "0 - .956 3n-m 6."4 3n-m 6.290 3n-m

Viga $ - , 2."$" 3n-m $.9" 3n-m $.6$0 3n-m

Viga , - 9 2.9 3n-m 2.9 3n-m 0.000 3n-m

TERCER PISOViga 9 - 5 $.9" 3n-m 2."$" 3n-m $.6$0 3n-m

MOMENTOS CALCULADOS CON ARDY CROSS Y ;ANI - PORTICO PRINCIPAL


M% Ma. &oii'ivo&OR3@

I+)%' D%'%=>

VIGAS

Viga " - "" -$.""0 3n-m $.9,2 3n-m 6.2$0 3n-m

-".44, 3n-m 0.,2, 3n-m 0.000 3n-m

Viga "2 - 6 -".,2$ 3n-m ".66, 3n-m 6.2$0 3n-m

Viga 2 - 4 -".009 3n-m 0.4$2 3n-m $.40 3n-m

Viga 4 - "0 -0.264 3n-m 0.""6 3n-m 0.000 3n-m

Viga "0 - -0.662 3n-m 0.650 3n-m $.40 3n-m

Viga $ - , -0.44 3n-m 0.45 3n-m 2.,0 3n-m

Viga , - 9 -0.525 3n-m 0.22$ 3n-m 0.000 3n-m

Viga 9 - 5 -0.6"" 3n-m 0.29$ 3n-m 2.,0 3n-m



VIGAS

Viga " - "" -$.""5 3n-m $.902 3n-m $."90 3n-m

-".,9" 3n-m 0.02 3n-m 0.000 3n-m

Viga "2 - 6 -".56 3n-m ".65$ 3n-m 6.0 3n-m

Viga 2 - 4 -0.,45 3n-m 0.59" 3n-m $."90 3n-m

Viga 4 - "0 -0."2" 3n-m 0.090 3n-m 0.000 3n-m

Viga "0 - -0.$62 3n-m 0.$9 3n-m $."90 3n-m

Viga $ - , -0.,4 3n-m 0.42 3n-m $."00 3n-m

Viga , - 9 -0.52$ 3n-m 0.205 3n-m 0.000 3n-m

Viga 9 - 5 -0.$4 3n-m 0.2,5 3n-m $."00 3n-m



VIGAS

Viga " - "" -".5"4 3n-m 2.096 3n-m $.650 3n-m

-".269 3n-m 0.50" 3n-m 0.000 3n-m

Viga "2 - 6 -0.455 3n-m 0.,60 3n-m $.650 3n-m

Viga 2 - 4 -0.945 3n-m 0.422 3n-m 6.290 3n-m

Viga 4 - "0 -0.$65 3n-m 0."25 3n-m 0.000 3n-m

Viga "0 - -0.6"6 3n-m 0.6" 3n-m 6.290 3n-m

Viga $ - , -0.650 3n-m 0.,00 3n-m $.6$0 3n-m

Viga , - 9 -0.66" 3n-m 0.",$ 3n-m 0.000 3n-m

Viga 9 - 5 -0.$"" 3n-m 0.2"6 3n-m $.6$0 3n-m

M% Ma. Nega'ivo

%

PISO

SEGUNDOPISO

TERCERPISO

PRIMERPISO

Viga"" - "2

SEGUNDOPISO SEGUNDO

PISO

TERCERPISO

PRIMERPISO

Viga"" - "2

SEGUNDOPISO

TERCERPISO

PRIMERPISO

Viga"" - "2

SEGUNDOPISO

TERCERPISO

PRIMERPISO

Viga"" - "2

SEGUNDOPISO

TERCERPISO


84/344

I+)%' D%'%=>

.

VIGAS

Viga " - "" -$."6 3n-m $.429 3n-m 6.640 3n-m

-".$, 3n-m 0.$29 3n-m 0.000 3n-m

Viga "2 - 6 -0.454 3n-m 0.9$, 3n-m $.640 3n-m

Viga 2 - 4 -0.900 3n-m 0.55, 3n-m $.220 3n-m

Viga 4 - "0 -0.0, 3n-m 0.2$0 3n-m 0.000 3n-m

Viga "0 - -0.662 3n-m 0.6$ 3n-m 6.2"0 3n-m

Viga $ - , -0.,0" 3n-m 0.44 3n-m $.00 3n-m

Viga , - 9 -0.69, 3n-m 0.0,9 3n-m 0.000 3n-m

Viga 9 - 5 -0.$22 3n-m 0.2" 3n-m 2.650 3n-m



VIGAS

Viga " - "" -".960 3n-m 2.0,4 3n-m $.640 3n-m

-0.99" 3n-m 0.9"5 3n-m 0.000 3n-m

Viga "2 - 6 -".9$6 3n-m ".4, 3n-m 6.640 3n-m

Viga 2 - 4 -0.450 3n-m 0.465 3n-m 6.2"0 3n-m

Viga 4 - "0 -0.$0 3n-m 0.059 3n-m 0.000 3n-m

Viga "0 - -0.$06 3n-m 0.$59 3n-m $.220 3n-m

Viga $ - , -0.6 3n-m 0.,0, 3n-m 2.650 3n-m

Viga , - 9 -0.$0" 3n-m 0.204 3n-m 0.000 3n-m

Viga 9 - 5 -0.65 3n-m 0.$"4 3n-m $.00 3n-m

ENVOLVENTEM% Maimo Nega'ivo


VIGAS

Viga " - "" ".5"4 3n-m $.429 3n-m 6.640 3n-m

0.99" 3n-m 0.9"5 3n-m 0.000 3n-m

Viga "2 - 6 0.455 3n-m ".4, 3n-m 6.0 3n-m

Viga 2 - 4 0.,45 3n-m 0.465 3n-m 6.290 3n-m

Viga 4 - "0 0.0, 3n-m 0.2$0 3n-m 0.000 3n-m

Viga "0 - 0.$06 3n-m 0.650 3n-m 6.290 3n-m

Viga $ - , 0.650 3n-m 0.44 3n-m $.6$0 3n-m

Viga , - 9 0.$0" 3n-m 0.22$ 3n-m 0.000 3n-m

Viga 9 - 5 0.$"" 3n-m 0.$"4 3n-m $.6$0 3n-m

PRIMERPISO

Viga"" - "2

SEGUNDOPISO

TERCERPISO

PRIMERPISO

Viga"" - "2

SEGUNDOPISO

TERCERPISO

PRIMERPISO

Viga"" - "2

SEGUNDOPISO

TERCERPISO


85/344

>A3OS >E SA& SON

OS CALCULADOS CON EL SAP - PORTICO 3-3

EM% Ma. Nega'ivo


Viga " - "" ."$9 3n-m ,.5"4 3n-m .460 3n-m

6.,9" 3n-m 6.,9" 3n-m 0.000 3n-m

Viga "2 - 6 ,.5"4 3n-m ."$9 3n-m .460 3n-m

Viga 2 - 4 .96$ 3n-m ,.4" 3n-m .5"0 3n-m

Viga 4 - "0 6.656 3n-m 6.656 3n-m 0.000 3n-m

Viga "0 - ,.4" 3n-m .96$ 3n-m .5"0 3n-m

Viga $ - , 2.6, 3n-m 6.",, 3n-m $.,0 3n-m

Viga , - 9 2.4$ 3n-m 2.4$ 3n-m 0.000 3n-m

Viga 9 - 5 6.",, 3n-m 2.6, 3n-m $.,0 3n-m


EM% Ma. Nega'ivo


Viga " - "" 6.",$ 3n-m 5.25 3n-m 6.960 3n-m

6.0$6 3n-m 6.0$6 3n-m 0.000 3n-m

Viga "2 - 6 5.25 3n-m 6.",$ 3n-m 6.960 3n-m

Viga 2 - 4 6.,94 3n-m 5.2", 3n-m 6.60 3n-m

Viga 4 - "0 $.,2 3n-m $.,2 3n-m 0.000 3n-m

Viga "0 - 5.2", 3n-m 6.,94 3n-m 6.60 3n-m

Viga $ - , 2.26 3n-m $.,9, 3n-m $.290 3n-mViga , - 9 2.,05 3n-m 2.,05 3n-m 0.000 3n-m

Viga 9 - 5 $.,9, 3n-m 2.26 3n-m $.290 3n-m


EM% Ma. Nega'ivo


Viga " - "" .969 3n-m 9.56 3n-m 5.,60 3n-m

.609 3n-m .64 3n-m 0.000 3n-m

Viga "2 - 6 9.55, 3n-m .925 3n-m 5.,0 3n-m

Viga 2 - 4 5.50$ 3n-m 9.5$6 3n-m 5.$90 3n-mViga 4 - "0 .0,, 3n-m 6.420 3n-m 0.000 3n-m

Viga "0 - 9.$62 3n-m 5.6$5 3n-m 5."50 3n-m

Viga $ - , 2.,$5 3n-m 6.$50 3n-m $.,20 3n-m

Viga , - 9 $.0" 3n-m $.092 3n-m 0.000 3n-m

Viga 9 - 5 6.$92 3n-m 2.,04 3n-m $.,$0 3n-m

OS CALCULADOS CON EL SAP - PORTICO -

EM% Ma. Nega'ivo


Viga " - "" .66$ 3n-m 9.242 3n-m 5.$"0 3n-m

6.929 3n-m 6.55$ 3n-m 0.000 3n-m

Viga "2 - 6 ,.96" 3n-m .",, 3n-m .4,0 3n-m

Viga 2 - 4 5.2$" 3n-m 9.2$0 3n-m .40 3n-m

Viga"" - "2

Viga"" - "2

Viga"" - "2

Viga"" - "2


86/344

Viga 4 - "0 ."26 3n-m 6.455 3n-m 0."20 3n-m

Viga "0 - ,.,49 3n-m .4$, 3n-m .520 3n-m

Viga $ - , 2.90 3n-m 6.$" 3n-m $.4,0 3n-m

Viga , - 9 $.20, 3n-m $.$$, 3n-m 0.000 3n-m

Viga 9 - 5 6.94 3n-m 2.,, 3n-m $.4,0 3n-m

OS CALCULADOS CON EL SAP - PORTICO !-!

EM% Ma. Nega'ivo


Viga " - "" $.46 3n-m .95, 3n-m 6.60 3n-m

$.,65 3n-m $.,65 3n-m 0.000 3n-m

Viga "2 - 6 .95, 3n-m $.46 3n-m 6.60 3n-m

Viga 2 - 4 6.529 3n-m .92" 3n-m 6.2"0 3n-m

Viga 4 - "0 $.60$ 3n-m $.60$ 3n-m 0.000 3n-m

Viga "0 - .92" 3n-m 6.529 3n-m 6.2"0 3n-m

Viga $ - , 2.6$, 3n-m 6."54 3n-m $.5"0 3n-m

Viga , - 9 2.45 3n-m 2.45 3n-m 0.000 3n-m

Viga 9 - 5 6."54 3n-m 2.6$, 3n-m $.5"0 3n-m

CO EE G-G 3RAMO "-5

Viga"" - "2


87/344


88/344

E O3RO ES3R=C3=RA


89/344


90/344


91/344


MOMENTOS VIGAS - PORTICOS Y-Y

No !a #a neeidad de !aer onm1inaione a +e no in'ervienen #a arga viva

MOMENTOS CALCULADOS CON EL SAP - PORTICO A-A

ENVOLVENTEM% Ma. Nega'ivo


VIGAS

Vo#ado 0.5"0 3n-m 0.000 3n-m

VIGAS

".""4 3n-m ".0$" 3n-m 0.560 3n-m

Viga $ - 6 0.4 3n-m ".04 3n-m 0.690 3n-m

Viga 6 - 0.562 3n-m 0.9"$ 3n-m 0.$"0 3n-m

".02" 3n-m 0.960 3n-m 0.6"0 3n-m

Viga 5 - , 0.9,6 3n-m ".$ 3n-m 0.40 3n-m

Vo#ado 0.5"0 3n-m 0.000 3n-m

"."02 3n-m "."0$ 3n-m 0.5"0 3n-mViga $ - 6 0.5 3n-m "."20 3n-m 0.50 3n-m

Vo#ado 0.492 3n-m 0.000 3n-m

0.9," 3n-m "."0" 3n-m 0.$0 3n-m

Viga 5 - , 0.42$ 3n-m ".29 3n-m 0.4$0 3n-m

TRCER PISO

Vo#ado 0."95 3n-m 0.000 3n-m

0.25 3n-m 0.$94 3n-m 0.200 3n-m

Viga $ - 6 0.206 3n-m 0.$"5 3n-m 0.200 3n-m

Vo#ado 0.$00 3n-m 0.000 3n-m

0.600 3n-m 0.69, 3n-m 0.$00 3n-m

Viga 5 - , 0.26 3n-m 0.4 3n-m 0.2,0 3n-m

PRIMERPISO

Viga2 - $

Viga - 5

SEGUNDOPISO

Viga2 - $

Viga - 5

Viga2 - $

Viga - 5


92/344

MOMENTOS CALCULADOS CON EL SAP - PORTICO #-# MOMENTOS CALC

ENVOLVENTEM% Ma. Nega'ivo

M% Ma. &oii'ivo ENVOLVENTEI+)%' D%'%=>

PRIMER PISO

Vo#ado 0." 3n-m 0.000 3n-m

VIGAS

PRIMER PISO

Vo#ado

0.4$$ 3n-m 0.94 3n-m 0.50 3n-m

Viga $ - 6 0.5", 3n-m 0.,4$ 3n-m 0.240 3n-m Viga $ - 6

Viga 6 - 0.,56 3n-m 0.592 3n-m 0.$00 3n-m Viga 6 -

0.904 3n-m 0.402 3n-m 0.00 3n-m

Viga 5 - , 0.2$4 3n-m 0.5", 3n-m 0.260 3n-m Viga 5 - ,

Vo#ado 0.64$ 3n-m 0.000 3n-m Vo#ado

0.99 3n-m 0.9,5 3n-m 0.20 3n-mViga $ - 6 0.52" 3n-m 0.," 3n-m 0.$00 3n-m Viga $ - 6

Viga 6 - 0.,24 3n-m 0.,0" 3n-m 0.$00 3n-m Viga 6 -

0.,4$ 3n-m 0.420 3n-m 0.00 3n-m

Viga 5 - , 0.$05 3n-m 0.,4 3n-m 0.220 3n-m Viga 5 - ,

TRCER PISO

Vo#ado 0."95 3n-m 0.000 3n-m

TRCER PISO

Vo#ado

0.$60 3n-m 0.$2, 3n-m 0."40 3n-m

Viga $ - 6 0.2$ 3n-m 0.$2, 3n-m 0."50 3n-m Viga $ - 6

Viga 6 - 0.2, 3n-m 0.252 3n-m 0.060 3n-m Viga 6 -

0.60 3n-m 0.600 3n-m 0.290 3n-m

Viga 5 - , 0.224 3n-m 0.0, 3n-m 0.$00 3n-m Viga 5 - ,

Viga2 - $ Viga2 - $

Viga - 5 Viga - 5

SEGUNDOPISO

SEGUNDOPISO

Viga2 - $ Viga2 - $

Viga - 5 Viga - 5

Viga2 - $ Viga2 - $

Viga - 5 Viga - 5


93/344

LADOS CON EL SAP - PORTICO C-C MOMENTOS CALCULADOS CON EL SAP - PORTICO

M% Ma. Nega'ivoM% Ma. &oii'ivo ENVOLVENTE

M% Ma. Nega'ivo

I+)%' D%'%=> I+)%' D%'%=>

0." 3n-m 0.000 3n-m

VIGAS

Vo#ado 0.5"0 3n-m 0.000 3n-m

0.965 3n-m 0.9,5 3n-m 0.40 3n-m "."69 3n-m ".020 3n-m

0.209 3n-m 0.26 3n-m 0.040 3n-m Viga $ - 6 0.,,, 3n-m "."" 3n-m

0.2,4 3n-m 0.22 3n-m 0.050 3n-m Vo#ado 0.5,$ 3n-m 0.659 3n-m

0.00 3n-m 0.62 3n-m 0.2,0 3n-m ".5,6 3n-m ".6"2 3n-m

0.25 3n-m 0.", 3n-m 0.2,0 3n-m Viga 5 - , 0.400 3n-m ".5, 3n-m

0.64$ 3n-m 0.000 3n-m Vo#ado 0.5"0 3n-m 0.000 3n-m

0.,59 3n-m 0.940 3n-m 0.50 3n-m "."$" 3n-m ".0,$ 3n-m0.2$6 3n-m 0.60 3n-m 0."00 3n-m Viga $ - 6 0.5,$ 3n-m "."26 3n-m

0.262 3n-m 0.2" 3n-m 0.050 3n-m Vo#ado 0.000 3n-m 0."56 3n-m

0.659 3n-m 0.69$ 3n-m 0.2,0 3n-m "."4$ 3n-m ".,25 3n-m

0.$2$ 3n-m 0.640 3n-m 0.20 3n-m Viga 5 - , ".02 3n-m ".529 3n-m

0."95 3n-m 0.000 3n-m

TRCER PISO

Vo#ado 0."95 3n-m 0.000 3n-m

0.$" 3n-m 0.$", 3n-m 0."40 3n-m 0.29" 3n-m 0.$52 3n-m

0.245 3n-m 0.296 3n-m 0."00 3n-m Viga $ - 6 0.2, 3n-m 0.240 3n-m

0.29" 3n-m 0.292 3n-m 0.0$0 3n-m Vo#ado 0.000 3n-m 0.04, 3n-m

0.06 3n-m 0.6$0 3n-m 0.290 3n-m 0.60, 3n-m 0.69 3n-m

0.2"9 3n-m 0.2$ 3n-m 0.$00 3n-m Viga 5 - , 0.$52 3n-m 0.60, 3n-m

PRIMERPISO

Viga2 - $

Viga - 5

SEGUNDOPISO

Viga2 - $

Viga - 5

Viga2 - $

Viga - 5


94/344

-D

M% Ma. &oii'ivo

0.560 3n-m

0.60 3n-m

0.000 3n-m

0.4"0 3n-m

0.990 3n-m

0.520 3n-m0.90 3n-m

0.440 3n-m

0.9$0 3n-m

0.2"0 3n-m

0."90 3n-m

0.$20 3n-m

0.250 3n-m


95/344


DISEHO DE VIGAS PRINCIPALES

VIGAS PRINCIPALES EJE 2-2

PISO VIGASM M. N%0,)&

M M. P&)),)I+)%' D%'%=>

&R@MER &@SO

Viga A - G ".5"4 3n-m $.429 3n-m 6.640 3n-m

Viga G - C 0.99" 3n-m 0.9"5 3n-m 0.000 3n-m

Viga C - > 0.455 3n-m ".4, 3n-m 6.0 3n-m

Viga A - G 0.,45 3n-m 0.465 3n-m 6.290 3n-m

Viga G - C 0.0, 3n-m 0.2$0 3n-m 0.000 3n-m

Viga C - > 0.$06 3n-m 0.650 3n-m 6.290 3n-m

3ERCER &@SO

Viga A - G 0.650 3n-m 0.44 3n-m $.6$0 3n-m

Viga G - C 0.$0" 3n-m 0.22$ 3n-m 0.000 3n-m

Viga C - > 0.$"" 3n-m 0.$"4 3n-m $.6$0 3n-m

1. DIMENSION Y PROPIEDADES DE LA VIGA

1 2.00 m P%'/,% E%=,) % / &%==):

! $.00 m A+mo : $/6 ".4" m

;


96/344

M7 (B" 4.498 T-7 M7 (B" 4.558 T-7

1 2.00 m 1 2.00 m

d 24."0 m d 24."0 m

0.4 0.4

A+mir: a 0."0.d a 2.4" m A+mir: a 0."0.d

A 6.24, m a 6.06 m RE&E3@R A 6.$ m

A 6.$99 m a 6."$ m RE&E3@R A 6.6" m

A 6.$46 m a 6."6 m OK A 6.69 m

A& 4.395 =7 A& 4.459 =7

U&' 2 P "/2 " P /9 A 6.50 m U&' 2 P "/2 "

SEGUNDO PISO

M7 4.268 T-7

1 2.00 m

d 24."0 m

0.4

A+mir: a 0."0.d a 2.4" m

A 6.045 m a $.95 m RE&E3@R

A 6."59 m a $.42 m RE&E3@R

A 6.",$ m a $.4$ m OK

A& 4.1!3 =7

U&' 2 P "/2 " P /9 A 6.50 m

TERCER PISO

M7 3.438 T-7

1 2.00 m

d 24."0 m

0.4

A+mir: a 0."0.d 2.4" m

A $.29$ m $.04 m RE&E3@R

A $.246 m $."0 m RE&E3@R

A $.246 m $."0 m OK

A& 3.294 =7

U&' $ P "/2 A $.9,0 m


97/344


98/344

COM#INACIONES RECOMENDADAS

1O &@SO

M ma 0.,45 3n-m 0.465 3n-m

M ma 0.0, 3n-m 0.2$0 3n-m

M ma 0.$06 3n-m 0.650 3n-m

3ERCER &@SO

M ma 0.650 3n-m 0.44 3n-m

M ma 0.$0" 3n-m 0.22$ 3n-mM ma 0.$"" 3n-m 0.$"4 3n-m

PRIMER PISO

2 ) 3/(

2 ) /(

$ ) 3/(

2 ) 3/4

2 ) 1

$ ) 1

NO3A: La e#da +e e'an de ;ondo 1#ano on om1i*+eden 'omar *or+e on menore +e e# aerro minimaero maimo 'am1ien +ando e'an o1re*aando en

.fyAs =

a8.0

=


99/344

M7 (-" 1.19 T-7 M7 (-"

1 2.00 m 1

d 24."0 m d

0.4

a 2.4" m A+mir: a 0."0.d a 2.4" m A+mir:

a 6."0 m RE&E3@R A ".0 m a ".65 m RE&E3@R A

a 6."4 m RE&E3@R A "."0 m a ".62 m RE&E3@R A

a 6.20 m OK A ".04 m a ".62 m OK A

A& 1.589 =7 A

P /9 A 6.50 m A&

U&' " P "/2 2 P $/9 A 2.,"0 m U&'

M7 (-" 8.61 T-7 M7 (-"

1 2.00 m 1

d 24."0 m d

0.4

A+mir: a 0."0.d a 2.4" m A+mir:

A 0.,9" m a 0.,6 m RE&E3@R A

A 0.,2 m a 0.," m RE&E3@R A

A 0.," m a 0.," m OK A

A& 8.!51 =7 A&

U&' $ P "/2 A $.9,0 m U&'

SEGUNDO PISO

M7 (-" 8.!9 T-7 M7 (-"

1 2.00 m 1

d 24."0 m d

0.4

A+mir: a 0."0.d a 2.4" m A+mir:

A 0.,52 m a 0.,2 m RE&E3@R A

A 0.,$$ m a 0.54 m RE&E3@R A

A 0.,$$ m a 0.54 m OK A

A 0.,$$ m a 0.54 m OK A

A& 8.!33 =7 A&

U&' " P "/2 " P /9 A $.2,0 m U&'

M7 (-" 8.238 T-7 M7 (-"

1 2.00 m 1

d 24."0 m d

0.4

A+mir: a 0."0.d a 2.4" m A+mir:

A 0.22" m a 0.2" m RE&E3@R A

A 0.2"0 m a 0.20 m OK A

A 0.2"0 m a 0.20 m OK A

A 0.2"0 m a 0.20 m OK A

A& 8.218 =7 A&

U&' " P "/2 " P /9 A $.2,0 m U&'

TERCER PISO

M7 (-" 8.48 T-7 M7 (-"

1 2.00 m 1

d 24."0 m d


100/344

0.4

A+mir: a 0."0.d a 2.4" m A+mir:

A 0.660 m a 0.6" m RE&E3@R A

A 0.62" m a 0.60 m RE&E3@R A

A 0.62" m a 0.60 m OK A&

A& 8.421 =7

U&' 2 P "/2 A 2.90 m U&'

M7 (-" 8.223 T-7 M7 (-"

1 2.00 m 1

d 24."0 m d

0.4

A+mir: a 0."0.d a 2.4" m A+mir:

A 0.2"6 m a 0.20 m RE&E3@R A

A 0.206 m a 0."4 m OK A

A 0.20$ m a 0."4 m OK A

A& 8.283 =7 A&

U&' $ P $/9 A 2."$0 m U&'


101/344

* 7) ACEROS COMERCIALES

".$0 m #ARRA DIAMETRO P%& A'%

".52 m +7%' +/0 =7 ;0


102/344

3.926 T-7 M7 (-" 8.661 T-7

2.00 m 1 2.00 m

24."0 m d 24."0 m

0.4 0.4

a 0."0.d a 2.4" m A+mir: a 0."0.d a 2.4" m

$.,50 m a $.6 m RE&E3@R A 0.96$ m a 0.,4 m

$.90$ m a $.9 m RE&E3@R A 0.9"2 m a 0.,5 m

$.905 m a $.9 m OK A 0.9"2 m a 0.,5 m

$.905 m a $.9 m OK A& 8.612 =7

3.68 =7

2 P $/6 A .,00 m U&' 2 P "/2

8.9 T-7 M7 (-" 1.59! T-7

2.00 m 1 2.00 m

24."0 m d 24."0 m

0.4 0.4

a 0."0.d a 2.4" m A+mir: a 0."0.d a 2.4" m

0.426 m a 0.9, m RE&E3@R A ".29 m a ".66 m

0.94" m a 0.96 m RE&E3@R A ".694 m a ".60 m

0.94" m a 0.96 m OK A ".699 m a ".60 m

8.691 =7 A& 1.466 =7

" P "/2 " P $/6 A 6."60 m U&' $ P "/2

SEGUNDO PISO SEGUNDO PISO

8.94 T-7 M7 (-" 8.8!5 T-7

2.00 m 1 2.00 m

24."0 m d 24."0 m

0.4 0.4

a 0."0.d a 2.4" m A+mir: a 0."0.d a 2.4" m

0.40 m a 0.9 m RE&E3@R A 0.0,2 m a 0.0, m

0.9,$ m a 0.92 m RE&E3@R A 0.059 m a 0.05 m

0.9,2 m a 0.92 m OK A 0.059 m a 0.05 m

0.9,2 m a 0.92 m OK A& 8.86 =7

8.6!2 =7

2 P $/6 A .,00 m U&' $ P $/9

8.384 T-7 M7 (-" 8.48 T-7

2.00 m 1 2.00 m

24."0 m d 24."0 m

0.4 0.4

a 0."0.d a 2.4" m A+mir: a 0."0.d a 2.4" m

0.24" m a 0.2, m RE&E3@R A 0.660 m a 0.6" m

0.2,9 m a 0.25 m RE&E3@R A 0.62" m a 0.60 m

0.2,9 m a 0.25 m OK A 0.62" m a 0.60 m

0.2,9 m a 0.25 m OK A& 8.421 =7

8.2!6 =7

" P "/2 " P $/6 A 6."60 m U&' 2 P /9

TERCER PISO TERCER PISO

8.995 T-7 M7 (-" 8.381 T-7

2.00 m 1 2.00 m

24."0 m d 24."0 m


103/344

0.4 0.4

a 0."0.d a 2.4" m A+mir: a 0."0.d a 2.4" m

0.4$ m a 0.40 m RE&E3@R A 0.299 m a 0.2, m

0.4"4 m a 0.9, m RE&E3@R A 0.2, m a 0.25 m

8.919 =7 A 0.2, m a 0.25 m

A& 8.2!5 =7

$ P "/2 A $.9,0 m U&' 2 P "/2

8.311 T-7 M7 (-" 8.319 T-7

2.00 m 1 2.00 m

24."0 m d 24."0 m

0.4 0.4

a 0."0.d a 2.4" m A+mir: a 0."0.d a 2.4" m

0.249 m a 0.29 m RE&E3@R A 0.$0 m a 0.24 m

0.296 m a 0.2, m RE&E3@R A 0.242 m a 0.2, m

0.296 m a 0.2, m OK A 0.242 m a 0.2, m

8.264 =7 A& 8.292 =7

2 P "/2 A 2.90 m U&' " P "/2 " P $/9


104/344

VIGAS PRINCIPALES EJE 3-3

PISO VIGASM M. N%0,)&

M M. P&)),)I+)%' D%'%=>

&R@MER &@SO

Viga A - G ."$9 3n-m ,.5"4 3n-m 0.69" 3n-m

Viga G - C 6.,9" 3n-m 6.,9" 3n-m 4.,55 3n-m

Viga C - > ,.5"4 3n-m ."$9 3n-m 0.629 3n-m

Viga A - G .96$ 3n-m ,.4" 3n-m 0.$$5 3n-m

Viga G - C 6.656 3n-m 6.656 3n-m ,5.452 3n-m

Viga C - > ,.4" 3n-m .96$ 3n-m 0.26" 3n-m

3ERCER &@SO

Viga A - G 2.6, 3n-m 6.",, 3n-m 0.$$5 3n-m

Viga G - C 2.4$ 3n-m 2.4$ 3n-m ,5.452 3n-m

Viga C - > 6.",, 3n-m 2.6, 3n-m 0.26" 3n-m

1. DIMENSION Y PROPIEDADES DE LA VIGA

1 $0.00 m P%'/,% E%=,) % / &%==):

! ,0.00 m A+mo : $/6 ".4" m

;O&@SO

SE=N>O&@SO

)2/.(. adfy

MuAs

=

bcf

fyAsa

.'.85.0

.=


105/344

M7 (B" 8.461 T-7

1 $0.00 m

d 56."0 m

0.4

A+mir: a 0."0.d a 5.6" m

RE&E3@R A 0.204 m a 0.20 m RE&E3@R

RE&E3@R A 0."44 m a 0."4 m OK

OK A 0."44 m a 0."4 m OK

A 0."44 m a 0."4 m OK

A& 8.199 =7

A 2.90 m U&' 2 P "/2 2 P /9 A 5.60 m

SEGUNDO PISO

M7 8.33 T-7

1 $0.00 m

d 56."0 m

0.4

RE&E3@R

RE&E3@R A+mir: a 0."0.d a 5.6" m

OK A 0."65 m a 0."6 m RE&E3@R

A 0."$4 m a 0."$ m OK

A $.9,0 m A 0."$4 m a 0."$ m OK

A 0."$4 m a 0."$ m OK

A& 8.139 =7

U&' $ P "/2 " P /9 A .90 m

TERCER PISO

M7 8.33 T-7

1 $0.00 m

d 56."0 m

RE&E3@R 0.4

OK

OK A+mir: a 0."0.d 5.6" m

A 0."65 m 0."6 m RE&E3@R

A 0."$4 m 0."$ m OK

A 2."$0 m A& 8.139 =7

U&' $ P "/2 A $.9,0 m

RE&E3@R

RE&E3@R

OK

A $.450 m


106/344

RE&E3@R

RE&E3@R

OK

A 2.90 m

RE&E3@R

RE&E3@R

OK

A 2.000 m


107/344

#. ACEROS NEGATIVOS I+)%' D%'%=> ORM=LAS

&R@MER &@SO

M ma ."$9 3n-m ,.5"4 3n-m

M ma 6.,9" 3n-m 6.,9" 3n-m

M ma ,.5"4 3n-m ."$9 3n-m

M ma .96$ 3n-m ,.4" 3n-m

M ma 6.656 3n-m 6.656 3n-m

M ma ,.4" 3n-m .96$ 3n-m

3ERCER &@SO

M ma 2.6, 3n-m 6.",, 3n-m

M ma 2.4$ 3n-m 2.4$ 3n-m

M ma 6.",, 3n-m 2.6, 3n-m

PRIMER PISO PRIMER PISO

SE=N>O&@SO

)2/.(. adfy

MuAs

=

bcf

fyAsa

.'.85.0

.=


108/344

M7 (-" 5.136 T-7 M7 (-" !.19 T-7

1 $0.00 m 1 $0.00 m

d 56."0 m d 56."0 m

0.4 0.4

A+mir: a 0."0.d a 5.6" m A+mir: a 0."0.d a 5.6" m

A 2.2$2 m a 2."0 m RE&E3@R A $.$"0 m a $."2 m RE&E3@R

A 2."5 m a 2.0$ m RE&E3@R A $.22$ m a $.0$ m RE&E3@R

A 2." m a 2.0$ m OK A $.22" m a $.0$ m OK

A 2." m a 2.0$ m OK A $.22" m a $.0$ m OK

A& 2.155 =7 A $.22" m a $.0$ m OK

A& 3.221 =7

U&' 6 P "/2 A ."50 m U&' " P $/6 " P " A ,.40 m

SEGUNDO PISO SEGUNDO PISO

M7 (-" 5.643 T-7 M7 (-" !.591 T-7

1 $0.00 m 1 $0.00 m

d 56."0 m d 56."0 m

0.4 0.4


A 2.$9 m a 2.$4 m RE&E3@R A $.249 m a $."0 m RE&E3@R

A 2.6, m a 2.$" m RE&E3@R A $.2"" m a $.02 m RE&E3@R

A 2.65 m a 2.$" m OK A $.204 m a $.02 m OK

A 2.65 m a 2.$" m OK A $.204 m a $.02 m OK

A& 2.45 =7 A $.204 m a $.02 m OK

A& 3.289 =7

U&' $ P /9 A .460 m U&' 6 P /9 A ,.420 m

TERCER PISO TERCER PISO

M7 (-" 2.54! T-7 M7 (-" 4.1!! T-7

1 $0.00 m 1 $0.00 m

d 56."0 m d 56."0 m

0.4 0.4


A "."0, m a ".06 m RE&E3@R A ".9" m a ".," m RE&E3@R

A ".050 m a ".00 m RE&E3@R A ".,6, m a ".56 m RE&E3@R

A ".050 m a ".00 m OK A ".,65 m a ".56 m OK

A& 1.88 =7 A& 1.!4 =7

U&' 2 P "/2 A 2.90 m U&' " P "/2 " P $/6 A 6."60 m


109/344


110/344

VIGAS PRINCIPALES

PISO VIGASM M.

I+)%'

&R@MER &@SO

Viga A - G 6.",$ 3n-m

Viga G - C 6.0$6 3n-m

Viga C - > 5.25 3n-m

SE=N>O &@SO

Viga A - G 6.,94 3n-m

Viga G - C $.,2 3n-m

Viga C - > 5.2", 3n-m

3ERCER &@SO

Viga A - G 2.26 3n-m

Viga G - C 2.,05 3n-m

Viga C - > $.,9, 3n-m

1. DIMENSION Y PROPIEDAD

1 2.00 m P%'

! $.00 m A+mo :

;


111/344

M7 (-" 4.!61 T-7 M7 (B" 4.648 T-7

1 $0.00 m 1 $0.00 m

d 56."0 m d 56."0 m

0.4 0.4


A 2.0,, m a ".4 m RE&E3@R A 2."0$ m a ".49 m

A 2.006 m a ".94 m RE&E3@R A 2.024 m a ".4" m

A 2.00$ m a ".99 m OK A 2.029 m a ".4" m

A& 2.883 =7 A& 2.826 =7

U&' 6 P "/2

U&' 6 P "/2 A ."50 m SEGUNDO PISO

M7 4.548 T-7

SEGUNDO PISO 1 $0.00 m

M7 (-" 4.44 T-7 d 56."0 m

1 $0.00 m 0.4

d 56."0 m

0.4 A+mir: a 0."0.d a 5.6" m

A ".4,2 m a ".95 m

A+mir: a 0."0.d a 5.6" m A ".40" m a ".,4 m

A ".460 m a ".9$ m RE&E3@R A ".400 m a ".,4 m

A ".954 m a ".,5 m RE&E3@R A& 1.988 =7

A ".959 m a ".,5 m OK U&' $ P "/2 " P $/9

A& 1.66 =7

TERCER PISO

M7 3.268 T-7

U&' 2 P "/2 " P /9 A 6.50 m 1 $0.00 m

d 56."0 m

TERCER PISO 0.4

M7 (-" 2.935 T-7

1 $0.00 m A+mir: a 0."0.d 5.6" m

d 56."0 m A ".62 m ".$6 m

0.4 A ".$59 m ".24 m

A& 1.36 =7

A+mir: a 0."0.d a 5.6" m U&' " P "/2 " P /9

A ".2, m a ".20 m RE&E3@R

A ".22$ m a "." m RE&E3@R

A ".222 m a "." m OK

A& 1.222 =7

U&' 6 P $/9 A 2.960 m


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EJE 4-4

N%0,)&M M. P&)),)D%'%=>

5.25 3n-m 6.960 3n-m

6.0$6 3n-m 0.000 3n-m

6.",$ 3n-m 6.960 3n-m

5.2", 3n-m 6.60 3n-m

$.,2 3n-m 0.000 3n-m

6.,94 3n-m 6.60 3n-m

$.,9, 3n-m $.290 3n-m

2.,05 3n-m 0.000 3n-m

2.26 3n-m $.290 3n-m

ES DE LA VIGA

/,% E%=,) % / &%==):

$/6 ".4" m

$/9 0.4 m

! - Re+1 - e'ri1 - a+mo/2

24."0 m

ERO MINIMO

P $/9 ".620 m

" P $/9 2.000 m

ERO MAIMO

00;))

P $/6 "".600 m

" P /9 "2."90 m

RZO EN LA VIGA #. ACEROS NEGATIVOS I+)%' D%'%=> O

ORM=LAS M ma 6.",$ 3n-m 5.25 3n-m

M ma 6.0$6 3n-m 6.0$6 3n-m

0 o#oar aero minimo M ma 5.25 3n-m 6.",$ 3n-m

M ma 6.,94 3n-m 5.2", 3n-m

M ma $.,2 3n-m $.,2 3n-m

M ma 5.2", 3n-m 6.,94 3n-m

M ma 2.26 3n-m $.,9, 3n-m

M ma 2.,05 3n-m 2.,05 3n-m

M ma $.,9, 3n-m 2.26 3n-m

PRIMER PISO

&R@MER&@SO

SE=N>O&@SO

3ERCER&@SO

)2/.(. adfy

MuAs

=

bcf

fyAsa

.'.85.0

.=

.As =

a0

=


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M7 (-" 4.1!3 T-7 M7 (-"

1 $0.00 m 1

d 5

Trabajo Original de Diseño

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