CONFIGURACIÒN DEL EDIFICIO.docx

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Contenido

1

TRABAJOSEGUNDOPARCIAL

ESTRUCTU

RAS

Alumno:

Renato Egas

Alejandro Tutasi

Fecha de entrega:09/07/2014


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1.- CONFIGURACIN !E" E!IFICIO.................................................................#

1.$.- CA"CU"O% &I%O $ '(I("IOTECA).........................................................#

1.$.1.- CARGA &OR CO"I*NA...................................................................+

1.$.$.-&ARA "A% CO"U*NA% A1 , (1 ,A+ , C# , C+..................................+

1.$.#.-&ARA "A% CO"U*NA% A$ , ($ ,A# , (+.........................................+1.$.+.-&ARA "A% CO"U*NA% (#...............................................................+

1.$..-EE*&"O !E C/"CU"O &I%O $:.......................................................

1.#.- CA"CU"O% &I%O 1 'OFICINA%).............................................................

1.#.1.-CARGA &OR CO"U*NA...................................................................

1.#.$.-&ARA "A% CO"U*NA% A1 , (1 ,A+ , C# , C+..................................

1.#.#.-&ARA "A% CO"U*NA% A$ , ($ ,A# , (+.........................................0

1.#.+.-&ARA "A% CO"U*NA% (#...............................................................0

1.#..-EE*&"O !E C/"CU"O &I%O 1:.......................................................0

1.+.-CA"CU"O% &"ANTA (AA.......................................................................

1.+.1.-CARGA &OR CO"U*NA...................................................................

1.+.$.-&ARA "A% CO"U*NA% A1 , (1 ,A+ , C# , C+..................................

1.+.#.-&ARA "A% CO"U*NA% A$ , ($ ,A# , (+.........................................

1.+.+.-&ARA "A% CO"U*NA% (#...............................................................2

1.+..-EE*&"O !E C/"CU"O &I%O 1:.......................................................2

$.- AN3"I%I% E%T3TICO !E "A CO"U*NA *A% CR4TICA 5 &"ANO%..................6

1.- CONFIGURACIN !E" E!IFICIO &iso $ '(i7lioteca)

$


3/13

&iso 1 'O8cinas) &lanta 7aja

&ara este edi8cio selecciona9os la con8guracin siguiente de distri7ucinde las colu9nas:

Co9o es de es;erarse las colu9nas se e9;eando desde el ;iso9=s alto ?ue es el ?ue so;ortar= 9enor carga

NOTA: Los clculos fueron realizados en Mathcad debido a lanecesidad de realizar varias iteraciones para llegar a la respuestaideal

El acero empleado en las columnas a disear es: ATM A!""# $%&'()si*

1.$.- CA"CU"O% &I%O $ '(I("IOTECA)

Techo=20lb

ft2

Techo=0.138lb

2

#


4/13

Cieloraso=2lb

ft2

Techo=0.0138lb

2

Total=0.153lb

2

1.$.1.- CARGA &OR CO"I*NA

a=b=g=i=j=12

2

12

20.153

lb

2 @ 2.l7

c=d=e=h=1212

2 0.153lb

2 @ 1.l7

f=(h+a)0.153lb

2 @ $.0l7

1.$.$.-&ARA "A% CO"U*NA% A1 , (1 ,A+ , C# , C+Pu=1.2 (8.5Klb)+0.5 (0.2Klb )=10.3Klb

A g= 10.3

(0.9) ( 46)( 23) @ B.#1

2

%e escoge el ;er8l "$ D 1 D

A g @ B.6#2 2

rx @ B.6$

1.$.#.-&ARA "A% CO"U*NA% A$ , ($ ,A# , (+Pu=1.2 (17.7Klb )+0.5 (0.2Klb )=20.58Klb

A g= 20.58

(0.9) ( 46)( 23) @ B.06

2

%e escoge el ;er8l "# D $ D

A g @ 1.16 2

+


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rx @ B.6#

1.$.+.-&ARA "A% CO"U*NA% (#

Pu=1.2 (25.6Klb )+0.5 (0.2Klb)=30.83Klb

A g= 30.83

(0.9) ( 46)( 23) @ B.6$

2

%e escoge el ;er8l "# D $ D

A g @ $.$ 2

rx @ B.6$$

COLUMNAS A+ , -+ ,A' , ./, .'

A0 , -0 ,A/ , -' -/

Pnx l7)$B.0+ #1.20 2.+2

1.$..-EE*&"O !E C/"CU"O &I%O $:


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1.#.- CA"CU"O% &I%O 1 'OFICINA%)

CARGA% *UERTA% @ &eso anterior Techo &iso @ B.1#lb

2 B.1#2

lb

2 B.B$

lb

2 @ B.#12

lb

ft2

1.#.1.-CARGA &OR CO"U*NA

a=b=g=i=j=55800 20.318lb

2 @ 1.+l7

c=d=e=h=11160020.318

lb

2 @ #.+2l7

f=167399.7

20.318

lb

2 @ #.$#l7

CARGA% IA% '(i7lioteca)@ 150lb

ft2 @ 1,041

lb

2

Pa , b ,g , i , j @ 2BB 2

D 1.041lb

2 @ 2.B2l7

Pc , d , e , h @ 1110BB 2

D 1.041lb

2 @ 110.1l7

Pf @ 10#66. 2

D 1.041lb

2 @ 1+.$0l7

1.#.$.-&ARA "A% CO"U*NA% A1 , (1 ,A+ , C# , C+

H@ @ 0.275lb

3 D 112in DB.6#2

2

@ #B.+#l7

Pu=1.2 (17.74Klb+0.03Klb)+1.6 (58.08Klb)+0.5 (0.2Klb )=114.256Klb

A g= 114.256

(0.9) ( 46)(2

3) @ +.1#

2

%e escoge el ;er8l H 1$ D $$

A g @ 0.+2 2 rx @ .1 ry @ 1.1 Cw @ 10+

@ B.$6# 4

G @ 11$BBsi

Ix @ 10 4 Iy @ +.00 4

0


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1.#.#.-&ARA "A% CO"U*NA% A$ , ($ ,A# , (+

H@ @ 0.275lb

3 D 112in D 1.16

2

@ #2.01l7

Pu=1.2 (35.48Klb+0.03Klb)+1.6 (116.17Klb )+0.5 (0.2Klb )=228.49Klb

A g= 228.49

(0.9) ( 46)( 23) @ 2.$

2

%e escoge el ;er8l H 1$ D #B

A g @ 2.6 2 rx @ .$1 ry @ 1.$ Cw @ $B

@ B.+ 4

G @ 11$BBsi

Ix @ $#2 4 Iy @ $B.#

4

1.#.+.-&ARA "A% CO"U*NA% (#

H@ @ 0.275lb

3 D 112in D $.$

2

@ #.B1l7

Pu=1.2 (53.23Klb+0.03Klb )+1.6 (174.26Klb )+0.5 (0.2Klb )=342.77Klb

Ag

= 342.77

(0.9) ( 46)( 23) @ 1$.+1 2 %e escoge el ;er8l H 1$ D +

A g @ 1#.1 2 rx @ .1 ry @ 1.6 Cw @ 10B

@ 1.$0 4

G @ 11$BBsi

Ix @ #+2 4 Iy @ B

4

COLUMNAS A+ , -+ ,A' , ./, .'

A0 , -0 ,A/ , -' -/

Pnx l7)$0# #2.0# #+.#

Pny 'l7) 1+. #B0.0$ +22.#

Pnz 'l7) 12.12 #B+.+0 +2#.1#

1.#..-EE*&"O !E C/"CU"O &I%O 1:


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1.+.-CA"CU"O% &"ANTA (AA

CARGA% *UERTA% @ #'B.1#2lb

2 ) $'B.B$

lb

2 ) B.B1#2

lb

2 @ B.+2

lb2

1.+.1.-CARGA &OR CO"U*NA

a=b=g=i=j=55800 20.4578

lb

2 @ $.+l7

c=d=e=h=11160020.4578

lb

2 @ 1l7

2


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f=167399.7 20.4578lb

2 @ 0.l7

CARGA% IA% '(i7lioteca O8cina)@ 0.347lb

2+1,041

lb

2 @ 1.#2

lb

2

Pa , b ,g , i , j @ 2BB 2

D 1.38lb

2 @ l7

Pc , d , e , h @ 1110BB 2

D 1.38lb

2 @ 1+l7

Pf @ 10#66. 2

D 1.38lb

2 @ $#1.B1l7

1.+.$.-&ARA "A% CO"U*NA% A1 , (1 ,A+ , C# , C+

H@ @' 0.275lb

3 D 112in D.0

2

) #B.+#l7 @ $2.0l7

Pu=1.2 (0.278Klb+25.4Klb )+1.6 (27Klb )+0.5 (0.2Klb )=154.11Klb

A g= 154.11

(0.9) ( 46)(2

3 )@ .2

2

%e escoge el ;er8l H 1$ D $0

A g @ .0 2 rx @ .1 ry @ 1.1 Cw @ 0B

@ B.# 4

G @ 11$BBsi

Ix @ $B+ 4 Iy @ 1.#

4

1.+.#.-&ARA "A% CO"U*NA% A$ , ($ ,A# , (+

H@ @ 0.275

lb

3 D 112in D 2.6 2

#2.01l7 @ #$#.2+l7

Pu=1.2 (0.323Klb+51Klb )+1.6 (154Klb )+0.5 (0.2Klb)=308.08Klb

A g= 308.08

(0.9) ( 46)( 23) @ 11.10

2

%e escoge el ;er8l H 1$ D #B

A g @ 1#.1 2 rx @ .1 ry @ 1.6 Cw @ 10B

@ 1.$0 4 G @ 11$BBsi

6


10/13

Ix @ #+2 4 Iy @ B

4

1.+.+.-&ARA "A% CO"U*NA% (#

H@ @ 0.275 lb3 D 112in D 1#.1

2

#.B1l7

Pu=1.2 (0.5Klb+76.5Klb)+1.6 (231.012Klb )+0.5 (0.2Klb )=462.11Klb

A g= 462.11

(0.9) ( 46)(2

3) @ 10.+

2

%e escoge el ;er8l H 2 D 2

A g @ 1.1 2 rx @ #.0 ry @ $.1 Cw @ 112B

@ #.# 4

G @ 11$BBsi

Ix @ $$2 4 Iy @ .1

4

COLUMNAS A+ , -+ ,A' , ./, .'

A0 , -0 ,A/ , -' -/

Pnx l7)#1$ #+ 02.$$

Pny 'l7) $00 +22 0+.12

Pnz 'l7) $0$.1 +2#.1# 0+.02

1.+..-EE*&"O !E C/"CU"O &I%O 1:

1B


11/13

$.- AN3"I%I% E%T3TICO !E "A CO"U*NA *A%CR4TICA 5 &"ANO%

Nom!" T#$o M%n& M'(&

Tensiones1 ON: Tensin de Jon*ises

1.10$0eBB2 NK9L$Nodo: $60

$.101eBB2 NK9L$Nodo: 10$1

11


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!es;la


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CONFIGURACIÒN DEL EDIFICIO.docx

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