Proyecto kani en estructuras de acero

7/25/2019 Proyecto kani en estructuras de acero

1/50

ANALISIS DE CARGAS DE AZOTEA ANALISIS DE

Kg/m2

PISO CERM

IMPERMEAB 10 ENTORTADO

ENTORTADO 45 LOSACERO

LOSACERO 260 PLAFON

PLAFON 45 C. M. A.C. M. 40

400 C. V.

C. V. 100 TOTAL

TOTAL 500

CALCULO DE AREAS TRIBUTARIAS AZOTEA

AT

SECCION 0.5!6 4.5 "5

SECCION 1.5!6 # 50

SECCION 1.5!6 # 50SECCION 1.5!6 # 50

SECCION 0..5!6 4.5 "5

MOMENTO DE EMPOTRAMIENTO

$% PESO

LOSA L L2 CONSTANTE OM EMPOT

""00.0 6 "6 12 ##00

""00.0 6 "6 12 ##00

""00.0 6 "6 12 ##00

""00.0 6 "6 12 ##00

ENTREPISO

4" 6 "6 12 1"16

4" 6 "6 12 1"16

4" 6 "6 12 1"16

4" 6 "6 12 1"16

NODO TRABE TRABE

5 1.0# 1.0#

COLUMNA '()*+, -*, '()*+, -*,

2.44 0.15"&05 0.0#210526

'()*+, -*,


2/50

0."4612#5

'()*+, -*,

0.21##6111

COLUMNA

2.44

NODO TRABE TRABE4 0.6 0.6

COLUMNA '()*+, -*, '()*+, -*,

2.44 0.0600& 0.026102"

'()*+, -*,

0.21##6111

'()*+, -*,

0.21##6111

COLUMNA

2.44NODO TRABE TRABE

" 0.6 0.6

COLUMNA '()*+, -*, '()*+, -*,

2.44 0.0600& 0.01#&&6"6

'()*+, -*,

0.21##6111

'()*+, -*,

0.1#00#

COLUMNA

2.44

NODO TRABE TRABE

2 2.25 2.25

COLUMNA '()*+, -*, '()*+, -*,

1.1 0.15#65& 0.04#2564"

'()*+, -*,

0.1""4#55"

MOMENTOS

NODO ##00 ##00

5 FD

FD 0.15


3/50

0."5 14&5

"465 1262.&00061"2

2#46.54#6& 12"4.456&52&6

2&&1.0"2 122#.1655"15

2&6#."412 122&.&06&&&64&

2&6.2160 122&.401662

2&66.4"16

FD

0.22

1614.#"66"

1.106"

1&14."6"12

1&1#."&&1&20.22&

1&20.4&"51

NODO 1"16 1"16

4 FD

FD 0.06

0.22 440.4"2615

1614.#"66" 4&.#"&44"206

1.106" 4#4.&26"04&2&

1&14."6"12 4#6.1#6##"2522

1&1#."&& 4#6.42600&442

1&20.22& 4#6.4#5502241&

1&20.4&"51

FD

0.22

2"4.06&66

20&.4"2"

20"6.#"661

202#.1&&66

202.6&20

202.41"6&


4/50

NODO 1"16 1"16

" FD

FD 0.060.22 640.10#6"4"6

2"4.06&66 56#.2##162&

20&.4"2" 555.52&16606"#

20"6.#"661 55".4150&&64

202#.1&&66 55".004201&54

202.6&20 552.#"100"&254

202.41"6&

FD

0.1#

2501."6&15

206.&16#6

212"."4"4

21""."50#4

21"4.#"#1

21"5.24&4"

NODO 1"16 1"16

2 FD

FD 0.1&

0.1" 2"6#.11#5024

111.46242 1#6.510&0164

1420.#&002 2011.5#221156

1452.&166 2021.06#"054#

145#.6611 2022.54461251

1460.4&22 2022.&66#"6##

1460.#5#45


5/50

DIFERENCIA DE MOMENTOS

NODO 552.#2#0#65#&

5 55"."46&6

0.41601

650."#&6#

NODO 1215.#"&&12

4 566&."&0

0

5&5."10&

NODO 12065.1"1&514#

" 61#0.05#

0.254&12#

62#.#1055

NODO #220.0#&4&4#

2 2#21.#1

0.26&"#252

MOMENTO ISOSTATICO '+,m( 32/&

*,(m+ 5%10 14&50 *,(m+ 10%15

*,(m+ 4%# 1#50.5 *,(m+ #%14

*,(m+ "%& 1#50.5 *,(m+ &%1"

*,(m+ 2% 1#50.5 *,(m+ %12

)+,*(* +*(*)( '+,m( 3/2

*,(m+ 5%10 ##00 *,(m+ 10%15

*,(m+ 4%# 1"16 *,(m+ #%14

*,(m+ "%& 1"16 *,(m+ &%1"

*,(m+ 2% 1"16 *,(m+ %12

)+,*(* 7,*(*)( '+,m( 8M1M29/L


6/50

*,(m+ 5%10 55#."000#" *,(m+ 10%15

*,(m+ 4%# 24."62555 *,(m+ #%14

*,(m+ "%& 24.46&52 *,(m+ &%1"

*,(m+ 2% #62.0160 *,(m+ %12

CORTANTE TOTAL FORMULA VISOSV:IPER

NODO 5 NODO 10

*,(m+ 5%10 552.#2#1 10#0&.2#65"&2

VISOS VISOS

##00 ##00

V:IPER V:IPER

55#."000#" 55#."000#2&0"

V TOTAL V TOTAL#"40.6###1 1045#."000#2&

NODO 4 NODO #

*,(m+ 4%# 1215.#4 1"65#.#54104

VISOS VISOS

1"16 1"16

V:IPER V:IPER

24."62555 24."62554&212

V TOTAL V TOTAL

12#1#.6"4 1"414."62554&2

NODO " NODO &

*,(m+ "%& 12065.1"1# 1"11.#4"2&555

VISOS VISOS

1"16 1"16

V:IPER V:IPER

24.46&52 24.46&52"4""

V TOTAL V TOTAL

12.5"14 1"441.46&52"4

NODO 2 NODO

*,(m+ 2% #220.0#&5 14##2.20"4#261

VISOS VISOS

1"16 1"16

V:IPER V:IPER


7/50

#62.0160 #62.0160"522

V TOTAL V TOTAL

12204.#&24 1412#.0160"5

m+m*+ m(;m+ '+,m( 8V*2/239M1

NODO 5 5666.560&41

NODO 10 5666.560&41

NODO 4 6&"#.60"5&2"6"

NODO # 6&"#.60"5&2"6"

NODO " 6&0.54445440"

NODO & 6&0.54445440"

NODO 2 4#.&0&4

NODO 4#.&0&4

SISMOSISMO 3 : $:

F4 #200 15.5 122600

F" 105""6 12 12640"2

F2 105""6 &.5 "56

F1 105""6 5 5266&0

SUMA $ "#520& "#1"66&

NODO

5 FD

FD 0."4

0.16 .#4046

422.4#1"156& 12#5.1645

60#.4 1424.10516

60.161"1#"26 14&".##&""

6#&."5215"6&1 1506.##&5#


8/50

0#.15&0&"22 151&.25#6#

14.4514#21#6 152"."5##&

16.&52&6#45&

MOM COLUM

2640.502"54#

46".1"0&0#51&54#2."066#515#

5&1.40&16&052

60"#.&016&5#

6114.1254#64"&

614.24"52512"

FD

0.12

426.0640&5#66"

#0.565"55"41#5&.65#&"&6545

10".46"&4

10".5"1#66&6

10."#0"#000#

10#6.411&4625

NODO 0 0

4 FD

FD 0.25

0.1" &&.6""512

461.56#42646"5 164.40#45

&56.652#1"4#5" 1##.20&

10"&.54&15&542 2162.0"05

1124.255& 22"6.610&"

116".0"62#4" 226#.56""1

11&0.12#2251 22&4.1#1"5

11&.#5015#"

MOM COLUM

"06&.002&011&

5262.210&&6221

6"25.0501#2"

6&42.46061#"#

04.210"&&"4

1.2&4#"6

22".0""&065


9/50

FD

0.12

546.0"#2221""

1011.4244#4&4

1211."4"&"11&4

1"0".0#552061"4".4"064

1"61.""#21##

1"6#.2&26010#

NODO 0 0

" FD

FD 0.26

0.12 11&".0&4#&546.0"#2221"" 21#1.41#4

1011.4244#4&4 2624.5&"

1211."4"&"11&4 2&2".""64

1"0".0#55206 2#10.&5#

1"4".4"064 2#4#.56&42

1"61.""#21## 2#66.

1"6#.2&26010#

MOM COLUM

410.44&&216

521.2522&"1

&&.15&"000"6

#6"&."1#065"52

##26."5#&2###

10054.1605"61

10110.&2455

FD

0.12

5#0.55&5&550#

.6161655&6

1002.##"505""6

104#.1652#0&6

106#.162#466

10&.044""6##6

10&1.##0&&40&


10/50

NODO 0 0

2 FD

FD 0.26

0.12 12#.#10"

5#0.55&5&550# 1#44.&"50"

.6161655&6 21".1525#

1002.##"505""6 22".1#6"1104#.1652#0&6 2"16.51#&

106#.162#466 2""5.62"

10&.044""6##6 2"44."1"5#

10&1.##0&&40&

MOM COLUM

"&26.504466"#&

4#62.#0&1"""5

5414.&6416#6

5600.400"06&556&1."24##6164

516.###02504

5"2.410"4"

NODO

5 "61.0&11

.&4#615#

"2".54454

NODO

4 "4&.1#61"

0

"2#6.6#"0"

NODO

" 62#0."2116

.6065#0&"1

65"6."25#

NODO

2 "560."

1.&65564"4#2

momento final


11/50

ARGAS DE ENTREPISO

Kg/m2

25

45

260

45

40415

250

665

(( - 7+ (


12/50

0."15" 0."15"

'()*+, -*, '()*+, -*,

0.1456&645 0.1456&645

COLUMNA COLUMNA

".2 ".2

NODO TRABE TRABE NODO# 0.6 0.6 14

COLUMNA '()*+, -*, '()*+, -*, COLUMNA

.1 0.026102" 0.026102261 .1

'()*+, -*, '()*+, -*,

0."020##021 0."020##021

'()*+, -*, '()*+, -*,

0.2"011"6"64 0.2"011"6"64

COLUMNA COLUMNA

.1 .1NODO TRABE TRABE NODO

& 0.6 0.6 1"

COLUMNA '()*+, -*, '()*+, -*, COLUMNA

.1 0.01#&&6"6 0.01#&&6"6"6 .1

'()*+, -*, '()*+, -*,

0.2"011"6"64 0.2"011"6"64

'()*+, -*, '()*+, -*,

0.16&&&2 0.16&&&2

COLUMNA COLUMNA

.1 .1

NODO TRABE TRABE NODO

2.25 2.25 12

COLUMNA '()*+, -*, '()*+, -*, COLUMNA

10.6" 0.04#2564" 0.04#25642## 10.6"

'()*+, -*, '()*+, -*,

0.2"260#52 0.2"260#52

NODO ##00 0 ##00

10 FD FD

0.0# FD 0.0#


13/50

1"".65 0."2 1"".65

120.4552 45.2 120.455200"

112.4&0&2 42#."142#"5 112.4&0&1##6

111.4"4# "##.#"1&04"" 111.4"4#5#

110.0""4& "#6.212#62& 110.0""4#&4

10#.&05"2 "#1.2"015054 10#.&05"1#21

"#0.650&016

FD

0.14

66.&146054

"."162#"2""1

&.#6&"016&

6.#05446662.6#"#2665

&.261&"21"0

NODO 1"16 0 1"16

# FD FD

0.0" FD 0.0"

14."10"1" 0." 14."10"12#&

0.106"426 14".10"12#& 0.106"42642

1.&&504422 .106"426424 1.&&504421#

1.4#" 1&.&504421# 1.4#"&&56

1.664#441" 14.#"&&56 1.664#4412&5

1.0"#26 16.64#4412&5 1.0"#25##4

1.0"#25##4

FD

0.2"

"2.#1"1#&54

150.44541"6

4&.#6"#"1"01

4#.4"6#11"&

46.51&@

45.#2#"&00#5


14/50

NODO 1"16 0 1"16

& FD FD

0.02 FD 0.022.&620626 0.2" 2.&620625#6

1".0&22102 "2.#1"1#&54 1".0&2210205"

4.25""16 150.44541"6 4.25""1566

4.2#&&514 4&.#6"#"1"01 4.2#&&5140""

4.065"&0& 4#.4"6#11"& 4.065"&0#5

".##"&5#14 46.51&@ ".##"&5#1"&

45.#2#"&00#5

FD

0.1

6.452050##4

"6."26"6626

"26.2116#2

""".5"&052#

""5.6256#6&"

""6.02&5512

NODO 1"16 0 1"16

FD FD

0.05 FD 0.05

1.#04420# 0.2" 1.#04420&&

110.6&4225 &.6051605 110.6&4225"1

#5.#446155 50#.144"61 #5.#446154##

#&.0##42&6 441."452"1" #&.0##42&6152

#&.1"4402 451.25"16" #&.1"44024"#

#&.&"1221 454.0&1&2512 #&.&"1220#41

454.625#216"


15/50

NODO 10#0&.2# 1011#.4""25"

10 .56""#246

0.506"#"52

40.144444"

NODO 1"65#.#54 1"10.55104"

# &1.""2"20&4

0.##"266&

10#.5626&61&

NODO 1"11.#4"" 1"14.#&22444

& 42.&&6615"1

0.4&&260"60

1.#&50#0""

NODO 14##2.20"5 1""64.640&"5

#0#.251&4"2

0.2#245542

14&50 *,(m+ 15%20 14&50

1#50.5 *,(m+ 14%1# 1#50.5

1#50.5 *,(m+ 1".1& 1#50.5

1#50.5 *,(m+ 12%1 1#50.5

##00 *,(m+ 15%20 ##00

1"16 *,(m+ 14%1# 1"16

1"16 *,(m+ 1".1& 1"16

1"16 *,(m+ 12%1 1"16


16/50

54.#"6"#66&& *,(m+ 15%20 54.#1#2046

0."2""4 *,(m+ 14%1# 0.&

1.##41#26"# *,(m+ 1".1& 1.##040162"

1#.16250462#5 *,(m+ 12%1 4#.426"1&514

NODO 10 NODO 15

*,(m+ 10%15 1011#.4"" ##0.124#452 *,(m+ 15%20

VISOS VISOS

##00 ##00

V:IPER V:IPER

54.#"6"#6 54.#"6"#66&&

V TOTAL V TOTAL##54.#"64 #&45.06"60""

NODO # NODO 14

*,(m+ #%14 1"10.551 1"165.20#0&" *,(m+ 14%1#

VISOS VISOS

1"16 1"16

V:IPER V:IPER

0."2"" 0."2""4

V TOTAL V TOTAL

1"16." 1"166.10#6"

NODO & NODO 1"

*,(m+ &%1" 1"14.#&22 1"16".010 *,(m+ 1"%1&

VISOS VISOS

1"16 1"16

V:IPER V:IPER

1.##41#264 1.##41#26"#

V TOTAL V TOTAL

1"16&.##42 1"165.005&0

NODO NODO 12

*,(m+ %12 1""64.641 1"06&.146### *,(m+ 12%1

VISOS VISOS

1"16 1"16

V:IPER V:IPER


17/50

1#.1625 1#.1625046

V TOTAL V TOTAL

14#46.1625 11"&.&"4#5

NODO 10 4.52"14 NODO 15 4.5"5"06664

NODO 15 4.52"14 NODO 20 4.5"5"06664

NODO # 65&2.6200" NODO 14 65&2.5#"10010#

NODO 14 65&2.6200" NODO 1# 65&2.5#"10010#

NODO & 65&1.500# NODO 1" 65&1.51551&0245

NODO 1" 65&1.500# NODO 1& 65&1.51551&0245

NODO 120&".#21 NODO 12 65"4."41"41"

NODO 12 105.4"4 NODO 1 65"4."41"41"

V F M+m 7+ RIGIDEZ DE COLUM

COLUMNA 5

##1.13"5" ##1.14 1150.0544" COLUMNA 4

10211.50610#4&1 2012&.6#56 2"4&".4&2"1 COLUMNA "

2"".150160&&2" 2"61.&45& "1#22.15"41# COLUMNA 2

4254.#42122&" "1616.64 526#4.4

"1616.64

NODO

10 FD FD

0.14 FD 0.15

4".5#"661 0.21 46#.02#0"5125

51".0055&505 656.6"#064#1& 54#.64&&411206

54&.04"6&"5 6#.50&"56# 5&.1#"60"2

56#.6&"6#0"4 &22.0105252 610."5"&2501#

55.0&2611" &54.5255"550" 616.15##46#25


18/50

5."&25#1 &62.62"#256#5 61&.624205"#55

5&.20"1 &66.0"&&554 61#.50#56#6&21

&6."1""#555

MOM COLUM

4024.646"61

122.5&"1.14265"&

&.#5"15#

#205.61#&24

#"1&.#"#

#"6#."6###

FD

0.14

1665."12511#6

2414.06"12&225.&20"2125

2.01&55"04

2#60.&"1

2##2.2&"45204

"006."0116#61

NODO 0 0 0

# FD FD

0.1 FD 0.1

11.50"1 0.16 11.50"1154

124.#02266 1#0".2142##"& 124.#022662"

1#4.0145152 25#.664"626 1#4.0145151&

2064.2# "115.22"2242& 2064.2#

2114.#24"45 ""02.&&"46"" 2114.#24"4502

21"."45"22# ""&". 21"."45"22&&6"

214."5#&" "41#.5251662 214."5#&2#16

"4"5.2652

MOM COLUM

#6#6.40"#14#

166"1.1&502"

1###0.2&"#21

21625.555001

22"5.##&26"

226&".2&"2

22&2&."661&5


19/50

FD

0.15

"146.0#24605"

44#".6101401&

50"&.5460

5"00.#0211"1541."2##0"5#

546&.&0&200&

54#1.5#424"5

NODO 0 0 0

& FD FD

0.1 FD 0.1

20#."#4#" 0.15 20#."#4#"6&22##5.400#"5 "146.0#24605" 2##5.400#"45"&

""5#.0"0266 44#".6101401& ""5#.0"0265#"1

"5"".#"4421 50"&.5460 "5"".#"44211"6

"611.55"26#1 5"00.#0211"1 "611.55"26#062&

"645.&21""# 541."2##0"5# "645.&21""&551

"661.062&"16 546&.&0&200& "661.062&"156

54#1.5#424"5

MOM COLUM

1"1&0.60121

2"0.&1"#&

2&40.01&&25

"0461.&4#1

"1"2.25002

"16.112"12

"1#55."65122

FD

0.15

4611.020#0#5

66&6.##144

54#.#&"0125

#26.46#1#&5

&0#2."0##261

&165.#45&&4

&1#&.5&2#""55


20/50

NODO 0 0 0

FD FD

0.1 FD 0.1

"04.01"&606 0.15 "04.01"&606""1

445.#&646" 4611.020#0#5 445.#&646"10#

50""."2200&4 66&6.##144 50""."2200&"5

52&4."12#&6 54#.#&"0125 52&4."12#&566&5"#4.#1"##51 #26.46#1#&5 5"#4.#1"##5014

544".#6"#22 &0#2."0##261 544".#6"#2266&

5465.21#55 &165.#45&&4 5465.21#556#&1

&1#&.5&2#""55

MOM COLUM

2"#6.1#022

"0&6".24"66#

""6".#1

"4&2.66&50#"5""0.#2150#

"5552.6515#&

"5650.&6065

"624.#2z" NODO 26#.&4&1

10 462&.441&"42&12

15.0504&464

24.45406222#

615.406625 NODO 65&.#0"05&

# 10465.226406615

".4140&"26#

&40#.404#24526

#5#4.6206#56 NODO 102&&.#046"21

& 12".5#"6#4101

6#.2165&605

10066.60500#0&

10115.4"&2#&4 NODO 1"25.5500&

1#25".101#554

&.550&5#2264


21/50

CALCULO DE AREAS TRIBUTARIAS AZOTEA

AT

SECCION 0.5!6 4.5 4#&.5

SECCION 1.5!6 # ##.5

SECCION 1.5!6 # ##.5SECCION 1.5!" # ##.5

SECCION 0.5!6 4.5 4#&.5

IA

LADO ANC:O ANC:O CUB 1 TOTAL INERCIA

25 50 125000 "125000 260416.6666

"0 40 64000 1#20000 160000

"0 60 216000 64&0000 540000

50 50 125000 6250000 520&""."""""

45 45 #1125 4100625 "411&.5

60 60 216000 12#60000 10&0000

65 65 24625 1&50625 14&552.0&""

TRABE TRABE NODO TRABE

1.0# 1.0# 20 1.0#

'()*+, -*, '()*+, -*, COLUMNA '()*+, -*,

0.0#210526"2 0.0#210526"2 ".2 0.0#210526"

'()*+, -*,


22/50

0."15"

'()*+, -*,

0.1456&645

COLUMNA

".2

TRABE TRABE NODO TRABE0.6 0.6 1# 0.6

'()*+, -*, '()*+, -*, COLUMNA '()*+, -*,

0.026102261 0.026102261 .1 0.02610226

'()*+, -*,

0."020##021

'()*+, -*,

0.2"011"6"64

COLUMNA

.1TRABE TRABE NODO TRABE

0.6 0.6 1& 0.6

'()*+, -*, '()*+, -*, COLUMNA '()*+, -*,

0.01#&&6"6"6 0.01#&&6"6"6 .1 0.01#&&6"64

'()*+, -*,

0.2"011"6"64

'()*+, -*,

0.16&&&2

COLUMNA

.1

TRABE TRABE NODO TRABE

2.25 2.25 1 2.25

'()*+, -*, '()*+, -*, COLUMNA '()*+, -*,

0.04#25642## 0.04#25642## 10.6" 0.04#2564"

'()*+, -*,

0.2"260#52

NODO ##00 0 ##00

15 FD FD

0.0# FD 0.0#


23/50

12.02&5 0."2 12.02&5

11.24#100011 42.6& 11.24#100011

0."4 41.6&&56& 0."4

0.6#2#460& 1.240&0&2" 0.6#2#460&

0.0&20#6165 2.46"215&60 0.0&20#6165

0.0022614545 0.2#40&6"66 0.0022614545

0.00&04022

FD

0.14

&.44&6&5&62

&.&"&2#&&41

1.&4&1"4"21

1.5155#&4&&0.14"1#0"

0.04&A"

NODO 1"16 0 1"16

14 FD FD

0.0" FD 0.0"

1.&104"266&5 0." 1.&104"266&5

1."#211&" 1&.104"266&4& 1."#211&"

0."#602&&"2 1&.#"#211&" 0."#602&&"2

0."2411045 ".#602&&"2" 0."2411045

0.0"1#1"#551 ".24110452 0.0"1#1"#551

0.01026206&6 0."1#1"#5506 0.01026206&6

0.1026206&65

FD

0.2"

4.&2226#5"46

12.222#"#25"

4.&00"5"2

0.4661"2

0.211"466#0"

0.062#4#4241


24/50

NODO 1"16 0 1"16

1" FD FD

0.02 FD 0.020.41#"2&56 0.2" 0.41#"2&56

1.062&642&4& 4.&2226#5"46 1.062&642&4&

0.42"4&4655 12.222#"#25" 0.42"4&4655

0.04144#6&46 4.&00"5"2 0.04144#6&46

0.01&"#"1 0.4661"2 0.01&"#"1

0.0054"&6" 0.211"466#0" 0.0054"&6"

0.062#4#4241

FD

0.1

1.5#4544&"2

1&.##61&&06&

1.144#4&25#

0.56"026"04

0.165"205#&"

0.0"61"5"2"

NODO 1"16 0 1"16

12 FD FD

0.05 FD 0.05

5.1521#06& 0.2" 5.1521#06&

5.5&202"" 2".&0&"2014 5.5&202""

0."454"#654 25.0144"0#15 0."454"#654

0.166&5"14& 1.5 0.166&5"14&

0.04&62"054 0.6520&&2 0.04&62"054

0.0106"#242 0.22"66#044& 0.0106"#242

0.04"


25/50

NODO ##0.124#4516## ##0.1642"05

15 0.06"#110&

0.10""0"24"4

0.10"&200"45

NODO 1"165.20#0&"26"" 1"165.216&102

14 0.1422#1#4&&

0.25"&45"1

0.02"2&161&

NODO 1"16".010&&5&2 1"16".01"11&1

1" 0.0"16

0.116"&02525

0.00#"#6404

NODO 1"06&.146###"55 1"06&.15&00224

12 0.0#&&1"226

0.11&2&1&502

*,(m+ 20%25 14&50

*,(m+ 1#%24 1#50.5

*,(m+ 1&%2" 1#50.5

*,(m+ 1%22 1#50.5

*,(m+ 20%25 ##00

*,(m+ 1#%24 1"16

*,(m+ 1&%2" 1"16

*,(m+ 1%22 1"16


26/50

*,(m+ 20%25 55#."0""&&"1

*,(m+ 1#%24 24."41"#"16

*,(m+ 1&%2" 24.46&0401#

*,(m+ 1%22 #62.0"50206&6"

NODO 15 NODO 20 NODO 20

##0.1642" 1011#.6&22#52# *,(m+ 20%25 10#0&.66512

VISOS VISOS VISOS

##00 ##00 ##00

V:IPER V:IPER V:IPER

54.#1#205 54.#1#2046 55#."0""&&

V TOTAL V TOTAL V TOTAL#&45.0&100# ##54.#1#2046 1045#."0""#

NODO 14 NODO 1# NODO 1#

1"165.216&1 1"10.5#15211& *,(m+ 1#%24 1"65#.4

VISOS VISOS VISOS

1"16 1"16 1"16


0.& 0.& 24."41"#"

V TOTAL V TOTAL V TOTAL

1"166.10"2 1"16.& 1"414."41"#

NODO 1" NODO 1& NODO 1&

1"16".01"12 1"14.#56154&61 *,(m+ 1&%2" 1"11.#60&0&

VISOS VISOS VISOS

1"16 1"16 1"16


1.##040162" 1.##040162" 24.46&0402


1"165.00#5#" 1"16&.##040162" 1"441.46&04

NODO 12 NODO 1 NODO 1

1"06&.15&002 1""64.15#1""""1 *,(m+ 1%22 14##2.20665

VISOS VISOS VISOS

1"16 1"16 1"16



27/50

4#.426"1&515 4#.426"1&514 #62.0"50206#


1"11.5"6&1 1"216.426"1&514 1412#.0"5021

NODO 20 5666.5406"50"

NODO 25 5666.5406"50"

NODO 1# 6&"#.62061265

NODO 24 6&"#.62061265

NODO 1& 6&0.52540624

NODO 2" 6&0.52540624

NODO 1 4#.&""6""1

NODO 22 4#.&""6""1

NAS

0.22&224521COLUMNA 10 0."4&502&52COLUMNA 15 0."4&502&5

0.1"0645161" COLUMNA # 0.412#0"225& COLUMNA 14 0.412#0"226

0.1"0645161" COLUMNA & 0.412#0"225& COLUMNA 1" 0.412#0"226

0.02616#0#" COLUMNA 0.4515&&21 COLUMNA 12 0.4515&&2

NODO

15 FD FD

0.14 FD 0.15

4#.&66"6561 0.21 5""."42&24

61.0121544 46.6##54&41" 661.&2#05&&

66#.#652#4#4 #26.5606&2"16 1.&1##5

00.&6#01"0 1004.#4#4246 50.#"1&22&"

15.500415 1051."04551#61 66.6@"


28/50

2".662564"1& 10"."65506224 5."5244&

25."4# 10&5.4#"&464 .16060202

10&&.024&42&22

MOM COLUM

4024.646"60#

122.5"#52&"1.14265"&01

&.#5"15#65#

#205.61#&240"

#"1&.#"&55

#"6#."6####

FD

0.14

16".051100&"4

2"&".6#224"526##.460#4006

2&5."44224&

2#24.""##002&

2#52.&65164

2#65.&5#&0561&

NODO 0 0 0

14 FD FD

0.1 FD 0.1

116#."22214&& 0.16 116#."22214#

102.6"6602 1&0.#1554"&1 102.6"660"

1#2&.1#0&14" 224.22025642# 1#2&.1#0&14

2041.2"&&"2 "0&5.1052502#2 2041.2"&&"2

20&&.&141"5" "265.#&21#12 20&&.&141"5

210#.1#6# ""42.1026114 210#.1#6#&

211&.412" ""4.162&62 211&.412

"".55406"56"

MOM COLUM

#6#6.40"#14&62

166"1.1&502"12

1###0.2&"#2114

21625.555000

22"5.##&262&

226&".2&"2"5

22&2&."661&45


29/50

FD

0.15

2&"6."2&02&14

4220.05#1#501

4#05.#2"4501#

5221.4"5"6.20,&

54"2.2"&&&&2

5461."640##

NODO 0 0 0

1" FD FD

0.1 FD 0.1

1.&&5"51&& 0.15 1.&&5"51#2&1"."2#61 2&"6."2&02&14 2&1"."2#6

"20.615&"001 4220.05#1#501 "20.615&"

"4&0.##"160& 4#05.#2"4501# "4&0.##"161

"5&.1&05#6"2 5221.4" "5&.1&05#6"

"621.&15#1#25 5"6.20,& "621.&15#1#"

"641.1&4#0#4 54"2.2"&&&&2 "641.1&4#0#4

5461."640##

MOM COLUM

1"1&0.60121"#

2"0.&1"#&14

2&40.01&&24&

"0461.&4#1025

"1"2.250020"4

"16.112"1164

"1#55."65122"6

FD

0.15

46"6.0

6421.00"04"

146.446"14""

45&.5005&&5"

5#5.25&04""6&

655.6#50556&&

6&2.4#6#&6


30/50

NODO 0 0 0

12 FD FD

0.1 FD 0.1

"0#0.2606#" 0.15 "0#0.2606#

42&0.66#1"66 46"6.0 42&0.66#1"66

464.2#542#2 6421.00"04" 464.2#542#

4#2."""256# 146.446"14"" 4#2."""25506".505"6225 45&.5005&&5" 506".505"622

510".#60"# 5#5.25&04""6& 510".#60"&

5121.66465251 655.6#50556&& 5121.6646525

6&2.4#6#&6

MOM COLUM

2"#6.1#0224

"0&6".24"66&61

""6".#122

"4&2.66&50#1"5""0.#2150#2"

"5552.6515#&2&

"5650.&606465

1#64."6#0"46 NODO 200.20#"60112

15 422.460"0&

12.2&42022

2"4#.625"45

641".1&246" NODO 6"&4."005546

14 105&.4&06#

"#.066140622#

&515.25"#"

10#6"."105" NODO 10#4".4"2650"

1" 1""4#."1"42

44.406"02566"

1112&.5#"&

1605".10&564 NODO 150#.0512602

12 202&5.&&211

21.5&0""0"01


31/50

ANALISIS DE PESOS EN ENTREPISO

10= *+*(

*,(m+ 6 "##0 "## 4"

*,(m+ 6 "##0 "## 4"

*,(m+ 6 "##0 "## 4"*,(m+ 6 "##0 "## 4"

RIGIDEZ

INERCIA FIN INERCIA FIN LADOS

1.62604166 TRABE 1 1.62604166 6

1 TRABE 2 1 6

"."5 TRABE " "."5 6

".25520&"""" COLUMNA 1 ".25520&"""" ".5

2.1"5421&5 COLUMNA 2 2.1"5421&5 ".5

6.5 COLUMNA 2 2.1"5421&5 5

#.2#200520& COLUMNA " 6.5 ".5

COLUMNA 4 #.2#200520& ".5

TRABE NODO

1.0# 25

'()*+, -*, COLUMNA

0.15"&05 2.44

'()*+, -*,


32/50

0."4612#4#4

'()*+, -*,

0.21##611104

COLUMNA

2.44

TRABE NODO0.6 24

'()*+, -*, COLUMNA

0.0600& 2.44

'()*+, -*,

0.21##611104

'()*+, -*,

0.21##611104

COLUMNA

2.44TRABE NODO

0.6 2"

'()*+, -*, COLUMNA

0.0600& 2.44

'()*+, -*,

0.21##611104

'()*+, -*,

0.1#003

COLUMNA

2.44

TRABE NODO

2.25 22

'()*+, -*, COLUMNA

0.15#65& 1.1

'()*+, -*,

0.1""4#55266

NODO ##00 0 ##00

20 FD FD

0.0# FD 0.0#


33/50

1.0&2565 0."2 1.0&2565

125.1#6646 ".&4#12 125.1#664611

105.5&54&4 445.14"6"06265 105.5&54&4"4

110.6"00&" "5.415055416& 110.6"00&25#

110.0445#1 "#"."514045&" 110.0445#0#&

10#.&40246 "#1.26#656&"0# 10#.&402456

"#0.54"0#54##

FD

0.14

&2.0"&&5#5411

10.#2256&"

.0"&2416011

.50105#40#"&.2"002#&1

&.412##,

NODO 1"16 0 1"16

1# FD FD

0.0" FD 0.0"

1.5#556 0." 1.5#55616

2."0#554&4 15.#55615#5 2."0#554&"61

1.50&1#46" 2".0#554&"606 1.50&1#462&&

1.60"6#& 15.0&1#462&& 1.60"6#&"4

1.2&2& 16.0"6#&"42 1.2&2&2

1.&0"012 1.2&2&1 1.&0"01202

1&.0"01202"

FD

0.2"

40.52#&&""04

6#.465&"10514

4#.44520#024

46."&62#52#&

45.&6"2""664"

45.16415"0&2


34/50

NODO 1"16 0 1"16

1& FD FD

0.02 FD 0.02".524""6& 0.2" ".524""6

6.0405005 40.52#&&""04 6.0405004#

4.2##5&""# 6#.465&"10514 4.2##5&""#"5

4.0"2#24"1 4#.44520#024 4.0"2#24"06#

".#&&102& 46."&62#52#& ".#&&10252

".#5"4046 45.&6"2""664" ".#5"404616

45.16415"0&2

FD

0.1

""5.55"""2462

""1.#0115

""6.2&21#"4#

""5.#"0626"#&

""6.125

""6.1"51"#4"25

NODO 1"16 0 1"16

1 FD FD

0.05 FD 0.05

#&.6#216&6 0.2" #&.6#216&602

#.61##"4 45".#&"#556&4 #.61##""&2

#&.#05"5& 44#.0426#55 #&.#05"5&46

#&.&0501&4 454.#6465022#5 #&.&0501&42"

#&.&60556 454.50"0&44# #&.&605560""

#&.&6"26" 454.5&55504 #&.&6"26"04

454.100##6#


35/50

NODO 1011#.6&2 10#0&.665121

20 .50"4#0&542

0.41520&4646

40."6#526&

NODO 1"10.5#2 1"65#.

1# &1.#05512&

0.12516646#

10#.46##01&1&

NODO 1"14.#562 1"11.#60&06

1& 42.56#004

0.0""21#0"

1.#&66#41"2

NODO 1""64.15# 14##2.206651

1 #0#.542141##"&

0.0"#&44"12


36/50

NODO 25

552.#462""

VISOS

##00

V:IPER

55#."0""&&"1

V TOTAL#"40.6#6621126#

NODO 24

1215.&0"5"#"

VISOS

1"16

V:IPER

24."41"#"16

V TOTAL

12#1#.652&6062&

NODO 2"

12065.152"6"46"

VISOS

1"16

V:IPER

24.46&0401#

V TOTAL

12.5"1#25#&1

NODO 22

#21#.##6640#51"

VISOS

1"16

V:IPER


37/50

#62.0"50206&6"

V TOTAL

12204.#64##"14

COLUMNA 20 0."4&502#COLUMNA 25 0.22&224521

COLUMNA 1# 0.412#0"2" COLUMNA 24 0.1"0645161"

COLUMNA 1& 0.412#0"2" COLUMNA 2" 0.1"0645161"

COLUMNA 1 0.4515&&" COLUMNA 22 0.02616#0#"

NODO

20 FD FD

0.15 FD 0.14

52".6#55&66&05 0.21 4&&.&25456&

614.#2&1" "".1"&21"5" 5".&0"#"2626

6"2.&5"0#5 &60.05"# 5#0.052#556

620.46114264" &&6.05#4""41 5#.0#06646

606.#10"&1&"# &6&.6455##01 56.&6"6&2&&


38/50

615.#12#5"66 &65.2#5524"" 54.&51#44"6

615.214520#46 &62.2#16551 54.20021#40&

&61."00"2#112

MOM COLUM

4024.646"61

122.5&"1.14265"&

&.#5"15#

#205.61#&24

#"1&.#"#

#"6#."6###

FD

0.14

16"0.5526#656

225#.0#0#4"64210.5545045&

2&".66114

2#4&.046&1"16

2#&1.###04#"5

2##.1&24166"

NODO 0 0 0

1# FD FD

0.11 FD 0.0#

12&1.14&54" 0.16 104&.21244#

15.000021424 1&6".4&< 1452.224#4&

212#.21"#6455 25&1.&1&221" 142.4##"24"

225.&66161#6" "0#.65666 1&4."5"5#50

2"16."224#6052 "2&4.1&416#01 1.12#51"2

2"42.###25"0645 ""6#.1#6"5 1#16.###"&&&

2"54.#2#0416"# "40.##"55 1#26.60124#&

"425."51"""2#

MOM COLUM

#6#6.40"#14#

15&45."41

1###0.2&"#21

21625.555001

22"5.##&26"

226&".2&"2

22&2&."661&5


39/50

FD

0.15

2&6&.41&4&"25

42"#.0014606

4##6.661&44&

5"04.42&6654"&.&1#22#

54#&."55"#"06

5524.61#622#

NODO 0 0 0

1& FD FD

0.1 FD 0.1

1#12.2&&&"0& 0.15 1#12.2&&&"2&26.004640"# 2&6&.41&4&"25 2&26.0046404

"""1.10A&1 42"#.0014606 """1.10A&

"5"6.2&5&4511" 4##6.661&44& "5"6.2&5&4511

"625.&65#46 5"04.42&66 "625.&65#

"665.50262041& 54"&.&1#22# "665.5026204

"6&".1464152&5 54#&."55"#"06 "6&".146415"

5524.61#622#

MOM COLUM

1"1&0.60121

2"0.&1"#&

2&40.01&&25

"0461.&4#1

"1"2.25002

"16.112"12

"1#55."65122

FD

0.15

4&50.05251##6

6&00.025#664

611.01#6""

#6.0510&50#

&124.&01"211

&1#4."&4#0

&225.&00626&


40/50

NODO 0 0 0

1 FD FD

0.1 FD 0.1

"2""."6&"46640" 0.15 "2""."6&"4664

45""."506450#0" 4&50.05251##6 45""."506450#

504.01"0#15"5# 6&00.025#664 504.01"0#154

5"11."6"#00614 611.01#6"" 5"11."6"#0065416.5"4214066 #6.0510&50# 5416.5"42140

546".15#&045" &124.&01"211 546".15#&05

54&".&5""5121 &1#4."&4#0 54&".&5""512

&225.&00626&

MOM COLUM

2"#6.1#022

"0&6".24"66#

""6".#1

"4&2.66&50#"5""0.#2150#

"5552.6515#&

"5650.&6065

216#.5"524&266 NODO 200.5@"61

20 464#.5&6241

2".#54&1414"

251".046"66

65#1.&16210#2" NODO 6&2&."2#""

1# 10452.#01556

"5.6&01#1#02

&"5".4#0#266

10#65.544460"2 NODO 1100.5"41#25

1& 126&0.0611"5

4#."2&0##2

###.04"0"4

152.1&26&0145 NODO 160."1402&

1 1#1##."15#"#

1.&6#4&1#&


41/50

*+*( ,-+-(-+

4"

4"

4""

RIGIDEZ ,-+-+

1.0&506#44 1.0#

0.6666666 0.6

2.25 2.25

".202"&1 ".2

2.440&4&21 2.44

1.0&5#"5 1.1

.142&51 .1

10.625"2 10.6"


42/50

NODO ##00 ##00

25 FD

0.15 FD


43/50

14&4.&"62 0."5

11&".600## "464.6211

12"6.#5416 261."565

12"0."0145 2&&6.226"&

122&.1#2 2&0.0""&

122&.44 2&6.00&4&

2&66."6"4

FD

0.22

21"4.52""6

15#.22441

1&0&.62044

1&1&.5#1&1&20.1#"56

1&20.4#261

NODO 1"16 1"16

24 FD

0.06 FD

5&2.142"4 0.22

4#.&&46 21"4.52""6

4#".26012 15#.22441

4#5.##5&1 1&0&.62044

4#6.416425 1&1&.5#1&

4#6.4##&6 1&20.1#"56

1&20.4#261

FD

0.22

2426."6#51

2062.0&11#

20"1.4&4

202.##1&2

202.4"002

202."4212


44/50

NODO 1"16 1"16

2" FD

0.06 FD661."1"& 0.22

562."&5& 2426."6#51

554.0"#5&4 2062.0&11#

55".0&&6 20"1.4&4

552.#"545# 202.##1&2

552.#114&& 202.4"002

202."4212

FD

0.1#

2040.1##

212&.6&60#

21"4.2#651

21"5.20"5

21"5.2#125

21"5."1&5

NODO 1"16 1"16

22 FD

0.1& FD

1#""."1"4# 0.1"

2016.64##& 1"#6.2&1#6

2021.#6511 1456.46#4"

2022.&2444 1460."0&14

2022.#05 1460.#2&6

2022.#"""2 1460.#&&5

1461.004


45/50

NODO 552.#4624

25 55".245"

0.2##05&2"

650."615

NODO 1215.&0

24 566&."2"5

0.11&&1041

5&5.16&6

NODO 12065.1524

2" 61#0.0025

0.02251"5

62#.##1"

NODO #21#.##664

22 2#22.014#

0.002202


46/50


47/50

NODO

25 FD

0."4 FD

"1.60#& 0.16

114.#0&21 "44.2&610&156&

1"51.05#21 552.#&1#044

1444.&1415 6"5.#2515&&"

14.40&2 6#.#1254"206


48/50

150&.&001 00.#5#06

151."#212 10.014121&&14

14.066&&1462

MOM COLUM

2640.502"54#

46".1"0&0#51&54#2."066#515#

5&1.40&16&052

60"#.&016&5#

6114.1254#64"&

614.24"52512"

FD

0.12

64".144#

#2.&21161042.&50614"6

10&2.""226144#"

1101.6&52#0"12"

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