kanny proyectos estructuras i trimestre

7/23/2019 Kanny Proyectos Estructuras i Trimestre

1/34

POW= 1.90 Tn/m D W= 1.9 Tn/m F W=

W= 2.00 tn/m C W= 2.00 tn/m G W=

W= 1.80 tn/m B W= 1.80 tn/m H W=

40*40 50*50

A I

1.20 4.35


2/34

PRIMER PISO SEGUNDO PISO TERCER PISOVIGAS VIGAS VIGAS

50 45 35

35 30 30INERCIA= 364583.3333333 INERCIA= 227812.5 INERCIA= 107187.5


3/34

TICO EN X1.9 Tn/m M W= 1.8 Tn/m N 1.80Tn/m

T

2.88

2.00 tn/m W= 1.91 Tn/m O 1.91Tn/m

!

2.88

1.80 tn/m " W= 1.81 Tn/m P 1.81

R

3.3950*50 #0*#0

$ %

4.85 4.40 1.20


4/34

SECCION DE COLUMNACOLUMNAS B A

!

AB= 40 * 40

L= 3.39

I= 21"P= 40 * 40 I= 21I#= 50 * 50 I= 52 $%= 50 * 50 I= 52

BC= 30 * 30L= 2.88

I= 67PO= 30 * 30 I= 67

& #G= 40 * 40 I= 21%L= 40 * 40 I= 21CD= 20 * 20

L= 2.88

I= 13G'= 30 * 30 I= 67LM= 30 * 30 I= 67ON= 20 * 20 I= 13


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(

(

(


6/34

333.33333.33833.33833.33

00.0000.00

333.33333.3333.3300.0000.0033.33


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FACTOR DE RIGIDE&RIGIDE) PRIMERA PLANTACOLUMNAS VIGAS

%AB= 62930.1868 %B#= 83812.2605

%P"= 62930.1868 %#%= 75171.8213%I#= 153638.151 %%P= 82859.8485%$%=153638.151

RIGIDE) SEGUNDA PLANTACOLUMNAS VIGAS

%BC= 23437.5 %CG= 52370.6897%PO= 23437.5 %GL= 46971.6495%#G= 74074.0741 %LO= 51775.5682%%L= 74074.0741

CUBIERTACOLUMNAS VIGAS

%CD= 4629.62963 %D'= 24640.8046%G'= 23437.5 %'M= 22100.5155%LM= 23437.5 %MN= 24360.7955%ON= 4629.62963

FACTOR DE DI!TRIB'CION

PRIMERA PLANTA SE

NUDO B 170179.947 NUDO C0.068860930.184893070.24624599

0.5

NUDO # 386696.307 NUDO G0.0957781

0.10836962

0.19865480.097197490.5

NUDO 385743.895 NUDO L0.096014580.097437470.199145280.10740267

0.5

NUDO P 169227.535 NUDO O0 24481787

+&,= +CB=+&-= +CG=+&!= +CD=

+! = +GC=+!&= +G# =

+!/ = +GL=+! = +G' =

+ L= +L% =+ ! = +LG=+ = +LM=

+ = +LO=

+P% +OL

=

=

=

=


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0.185933650.06924848

0.5

TERCERA PLANTA

NUDO D 29270.4342 NUDO M0.079083720.42091628

0.5

NUDO ' 70178.8201NUDO N

0.175557270.166984140.15745859

0.5

+P" = +ON=+PO= +OP=

+DC= +ML=+D' = +M' =

+MN=

+'D = +NO=+'G = +NM=+'M =

=

=


9/34

GUNDA PLANTA

80437.81930.145687070.325535240.02877769

0.5

196853.9130.133019170.18814478

0.119305860.059530190.5

196258.7920.1887153

0.119667630.0597107

0.131906370.5

79842.69780 32423484

=

=

=

=


10/34

0.028992190.14677297

0.5

69898.81090.167653070.158089350.17425758

0.5

28990.42510.079847560.42015244

0.5

=

=


11/34

1.9 D W= 1.9 Tn/m F W=

W

4629.63 23437.5

2.00 C W= 2.00 tn/m G W=

(

23437.5 74074.07

1.80 B W= 1.80 tn/m H W=

'

62930.19 2E 05

A I1.20 4.35

'ACT

PRIMERA PLANTA

433136.680.220.530.530.22

1.50

MOME

EN CUBIERTA SEG

M D' 2 996

=

=

=

=

=


12/34

M 'D= 2.996

M 'M= 3.724M 'M= 3.724

M MN= 2.904M NM= 2.904

VOLADI)ODEREC#O I)"UIERDO

M NR= 1.296 M D = 1.368M OS= 1.375 M CV= 1.440M PT= 1.303 M BU= 1.296


13/34

1.9 Tn/m M 1.8 Tn/m N 1.80 Tn/m

R

23437.5 4629.63

2.00 tn/m 1.91 tn/m O 1.91 Tn/m

!

74074.07 23437.5

1.80 tn/m 1.81 tn/m P 1.81 Tn/m

T"

153638 62930

$ %4.85 4.40 1.20

RES DE CORRIMIENTO

SEGUNDA PLANTA TERCERA PLANTA

195023.1 561340.180267 0.12370.569733 0.62630.569733 0.62630.180267 0.1237

1.5 1.5

TO DE EMPOTRAMIENTO

UNDA PLANTA PLANTA BA$A

M CG 3 154 M B# 2 838

= =

= =

= =

= =

=


14/34

M GC= 3.154 M #B= 2.838

M GL= 3.920 M #%= 3.528M LG= 3.920 M %#= 3.528

M LO= 3.081 M %P= 2.920M OL= 3.081 M P%= 2.920


15/34

D)1 F)

0

. 4 2 0 9 2

0

. 1 7 5 5 6

0

. 1 5 7 4 6

)1. +8)5.,

)#. +# 2.99+)0.,

) .,2#2.41 0.17 0.15

0.07908 1.86 0.20 0.16698 0.180.35 1.83 0.18 0.26 0.17

0.00218 0.35 1.83 0.19 0.19 0.170.00319 0.35 2.45 0.19 0.07 0.18

0.00324 0.35 1.83 0.19 0.18 0.080.00526 0.46 0.548 4.444 0.08 3.9000.00473 0.35 0.180.00480 0.552 0.180

0

. 1 2 3 7 1 1 3 4 0 2

0.01104 0.626 0.0038410.01617 0.1262580.656 0.01639 0.092 0.0075410.16 0.02664 0.02 0.0043440.12 0.02393 0.02 0.0083250.12 0.02428 0.02 0.0084470.12 0.020.12 0.02

C)8 0.12 G)+ 0.05

0.02878

0

. 3 2 5 5 4

0

. 1 3 3 0 2

0.05953

0

. 1 1 9 3 1

)1.##)+.0

)#.59# .15#)0.,,

) .9201.35 0.11 0.12

0.14569 1.33 0.05 0.18814 0.050.60 1.31 0.04 0.16 0.03

0.05405 0.59 1.31 0.01 0.07 0.050.04163 0.59 1.31 0.00 0.05 0.000.03966 0.59 1.31 0.04 0.01 0.05


16/34

0.03644 0.59 0.533 4.385 0.07 3.9540.03582 0.59 0.070.03571 1.385 0.243

0

. 1 8 0 2 6 7 0 6 2 3

0.57 0.170831.0469 0.157 0.13158

0.25 0.01 0.125360.26 0.01 0.115160.26 0.01 0.11320

0.26 0.01 0.112850.26 0.01

B)9 0.26 H)11 0.000.0689

0

. 2 4 6 2

0

. 1 0 8 3 7 0.09578

0

. 0 9 7 2 0

1.296)5.#

)#.1 # 2.8 8)0.+9

) .5280.87 0.03 0.00

0.18489 0.88 0.02 0.19865 0.020.69 1.21 0.04 0.00 0.01

0.01970 0.69 0.88 0.02 0.03 0.010.03898 0.70 0.89 0.02 0.03 0.010.04187

0

. 2 0.69 0.89 0.01

0 . 5 0.03 0.02

0.04295 0.69 1.610 3.476 0.03 3.5050.04305 0.69 0.03 0.04810

0.04304 1.347 0.049 0.095160.102220.104850.105100.10507

A 0.65 0.08 I


17/34

M)2 N)#

0

. 1 5 8 0 9

0

. 1 7 4 2 6

0

. 4 2 0 1 5

.,2#0.82

)2.90# 2.90#1.+10.13 0.14 0.62

0.01 0.16765 0.02 0.65 0.079850.00 0.14 0.01 0.65 0.120.00 0.02 0.01 0.66 0.120.00 0.01 0.01 0.65 0.12

0.01 0.00 0.01 0.65 0.123.623 0.01 3.575 1.590 0.120.01 0.130.061 0.2961003173

0.626289 0.12371130.011040.069 0.01617 0.212

0.02 0.01639 0.040.02 0.02664 0.040.02 0.02393 0.040.01 0.02428 0.040.02 0.04

), 0.02 O)5 0.05

0

. 1 1 9 6 7

0.05971

0

. 1 3 1 9 1

0

. 3 2 4 2 3

0.02899.9200.8#

) .081 .0811.,10.03 0.04 0.52

0.03 0.18872 0.03 0.45 0.146770.02 0.05 0.02 0.49 0.230.03 0.04 0.03 0.49 0.210.04 0.03 0.04 0.49 0.180.03 0.05 0.03 0.49 0.22


18/34

3.813 0.06 3.638 2.059 0.220.06 0.220.246 0.569

0.569733 0.18026710.170830.208 0.13158 0.4408

0.02 0.12536 0.090.02 0.11516 0.090.02 0.11320 0.09

0.02 0.11285 0.100.02 0.09

")10 0.05 P)12 0.09

0

. 0 9 7 4 4 0.09601

0

. 1 0 7 4 0

0

. 2 4 4 8 2 0.06925

.5280.+1

)2.920 2.9201.+20.05 0.06 0.32

0.02 0.19915 0.02 0.34 0.185930.02 0.11 0.02 0.34 0.250.02 0.04 0.02 0.33 0.250.02 0.04 0.02 0.33 0.260.02 0.5 0.04 0.02 0.33

0

. 2 0.253.504 0.04 3.288 2.248 0.25

0.04 0.04810 0.25

0.182 0.09516 0.540.102220.104850.105100.10507

0.14371 $ 0.29049"


19/34

R

)1.29+

0.002180.00319

0.003240.005260.004730.00480

!

)1. ,5


20/34

0.054050.041630.039660.036440.03582

0.03571

T

)1. 0

0.019700.038980.041870.042950.043050.04304


21/34

TA

N (IGA W PBH 1.6 3.5 4.4 1.8H" 3.5 3.5 4.9 1.8"P 3.3 2.2 4.4 1.8CG 0.5 4.4 4.4 2.0G 4.0 3.8 4.9 2.0

O 3.6 2.1 4.40 1.9DF 0.5 4.4 4.35 1.9FM 3.9 3.6 4.85 1.9MN 3.6 1.6 4.40 1.8

CO 'MNA!

N CO 'M H

AB 0.65187 1.347 3.39 0.6P" 0.29049 0.538 3.39 0.2I# 0.07679 0.049 3.39 0.0

$% 0.14371 0.182 3.39 0.1BC 1.04695 1.385 2.88 0.8PO 0.44076 0.569 2.88 0.4#G 0.15740 0.243 2.88 0.1

%L 0.20757 0.246 2.88 0.2CD 0.65611 0.552 2.88 0.4G' 0.09198 0.180 2.88 0.1LM 0.06896 0.061 2.88 0.045ON 0.21191 0.296 2.88 0.2

MF MF$

MF MF$ R3


22/34

A PARA HA AR (A ORE! CRITICO! EN (IGA! - CO 'MNA!PORTICO A CARGA (ERTICA CON N'DO! DE!P A&AB E!

EN (IGA!R R4 X

0.4 3.9 3.9 3.5 4.3 2.40.0 4.4 4.4 4.4 4.4 2.40.2 4.0 4.0 4.2 3.7 2.1

0.9 4.4 4.4 3.5 5.2 2.60.0 4.9 4.9 4.9 4.8 2.40.4 4.2 4.2 4.6 3.8 2.0

0.9 4.1 4.1 3.2 5.0 2.60.1 4.6 4.6 4.7 4.6 2.40.5 4.0 4.0 4.4 3.5 1.9

(O ADO! W P!PA 1.90 1.200PPA 2.00 1.200PB 1.80 1.200

P'NTO! DE INF EXIONN (IGA W

BH 4.3 2 3.5H" 4.4 2 3.5

"P 3.7 2 2.2CG 5.2 2 4.4G 4.8 2 3.8

O 3.8 2 2.1DF 5.0 2 4.4FM 4.6 2 3.6MN 3.5 2 1.6

R3 R T R T4

RDER MDER


23/34

X11.8 1.4 3.8 1.01.8 1.4 3.8 1.01.6 1.3 3.4 0.72.5 1.6 4.2 1.02.0 1.4 3.8 1.01.8 1.4 3.4 0.62.2 1.5 4.2 1.11.8 1.4 3.8 1.01.8 1.4 3.4 0.5

R M2.3 1.42.4 1.42.2 1.3

X1 X23.81 1.013.83 1.02

3.41 0.734.19 1.05 1.9373.82 1.003.39 0.644.17 1.123.78 1.013.38 0.52

Mm 6 X2 =X 0 7X 1 X2 =X 0 )X 1

= M '

= ;L :

= R / R

= R T :

= R

= 2;M

2 = ? 1( : ; == R =


24/34

M M/ :L

2 P;& :L < = ;L :2 P;- :L

! < = R / R !

=========> S?@? V/ - DE EL

T 2 : 2; M ' ====>S?@? V/ - DE EL

MA : =====>S?@? V/ - DE EL

< 2 = ? 1L

: F P H ?J DK IH K / H


25/34

COLUMNAS0 9.150 6.270 3.390 0

1.2 9.151.2 6.271.2 3.391.2 0

4.35 9.154.35 6.274.35 3.394.35 0

9.20 9.159.20 6.279.20 3.399.20 0

13.60 9.1513.60 6.2713.60 3.3913.60 0

14.80 9.1514.80 6.2714.80 3.3914.80 0

1.2 3.390.00 3.394.35 3.39

9.2 3.3913.6 3.3914.8 3.39

1.2 6.270.00 6.274.35 6.27

9.2 6.2713.6 6.2714.8 6.27

2 0 2 4 6 80.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

9.00

10.00 DIAGRAMA DE CORTANTE! E

4.00

6.00DIAGRAMA DE CORTANTE! EN (IGA!


26/34

1.2 9.150.00 9.154.35 9.15

9.2 9.1513.6 9.1514.8 9.15

1.2 0.000.00 0.004.35 0.00

9.2 0.0013.6 0.0014.8 0.00

0.58956736 00.58956736 3.39

0.84426427 3.390.84426427 6.270.41956509 6.270.41956509 9.15

3.79562418 0.03695839 03.79562418 0.03695839 3.392.26534372 0.13897709 3.39

2 0 2 4 6

6.00

4.00

2.00

0.00

2.00


27/34

2.26534372 0.13897709 6.272.93449675 0.09436688 6.272.93449675 0.09436688 9.15

7.75732101 0.0961786 07.75732101 0.0961786 3.39

6.83546721 0.15763552 3.396.83546721 0.15763552 6.278.52070042 0.04528664 6.278.52070042 0.04528664 9.15

12.3781199 0.24437601 012.3781199 0.24437601 3.3911.8463547 0.35072906 3.3911.8463547 0.35072906 6.2712.7180403 0.17639194 6.27

12.7180403 0.17639194 9.15

1.2 00 2.160 3.48618141

4.35 4.343818594.35 4.36514982

9.2 4.364850189.2 4.21835657

13.6 3.7456434313.6 2.1614.8 0

1.2 00 2.40 3.46443542

4.35 5.235564584.35 4.87896619

9.2 4.821033819.2 4.56089911

13.6 3.8431008913.6 2.414.8 0

1.2 00 2.280 3.23692026

4.35 5.028079744.35 4.66455139

3.00

4.00

5.00DIAGRAMA DE CORTANTE! EN (I

2 0 2 4 6 8

6.00

4.00

2.00

0.00

2.00

4.00

6.00DIAGRAMA DE CORTANTE! EN (IGA! P


28/34

9.2 4.550448619.2 4.41122544

13.6 3.5087745613.6 2.2814.8 0

2 0 2 4 6 8

5.00

4.00

3.00

2.00

1.00

0.00

1.00

2.00


29/34

10 12 14 16

N CO 'MNA!

!EG'NDA P ANTA A TA


30/34

10 12 14 16


31/34

A! P ANTA BA$A

10 12 14 16

IMERA P ANTA A TA


32/34

10 12 14 16


33/34

2 0 2 4 6 8 10 120

1

2

3

4

5

6

7

8

9

10

MOMENTO! EN CO 'MNA!

2 0 2 4 6 8 10 120

2

4

6

8

10

12

14

16

MOMENTO! EN (IGA!


34/34

AB

P"

I#

$%

BC

PO

#G

%L

CD

G'

LM

ON

14 16

14 16

kanny proyectos estructuras i trimestre

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