acero
DESCRIPTION
CALCULO DE UNA COBERTURA DE ACEROTRANSCRIPT
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I.-ARQUITECTURA
1.-AREA DE DEPORTE
DEPORTE ANCHO LARGOFUTBITOL 20 42 ASOCIACIÓN PERUANA DE FULBITO (REGLAS
VOLEY 9 18 ARQUITECTURA DEPORTIVA (PLAZOLA) Y REG
BASKEBALL 15 28 ARQUITECTURA DEPORTIVA (PLAZOLA)ELECCIÓN 20 42
2.- AREA NETA DE PLATAFORA
DEPORTE ANCHO LARGO ADICIONAL
ANCHO LARGOFUTBITOL 20 42 1 2.5
VOLEY 9 18 5 8
BASKEBALL 15 28 2 2ELECCIÓN
!.-AREA PARA TERCEROS
DEPORTE ANCHO LARGO " #FUTBITOL 22 4$ ! 0
ELECCIÓN
4.-ANCHO DE CIRCULACION DE ESPECTADORES
POBLACIÓN
DATON 1%
RESULTADOP 2084
DISCAPACITADOS
DISCAPACITADOS 8.!!% 9LONGITUD 12.%
1 CADA 250 PERSONAS CON UNA DIENSION DE1.4&'1.4 &
P (500) )*22 ++ ,4+)8+( − (∗
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CLCULO DE LA LONGUITUD TOTAL
LT 1245 &
CALCULO DE TOTAL DE FILAS
LONG TOTAL 144N DE FILAS 8.%458!!!!!! 9
CLCULO DEL ANCHO DE PASA/E
15.% &
POBLACIÓN UE VAN EVACUAR POR EL PASA/E*3"3+
P6#"7 144V:#7" 1 &,3
4000 ;:<3"3,&7
A= 2.1% &A= :#:>7 2.4 &
POBLACIÓN UE VAN EVACUAR POR EL PASA/E*3"3+
P6#"7 1!5V:#7" 1 &,3
4000 ;:<3"3,&7
A= 2.0!A= :#:>7 2.4
H"##"&3 "# : :3;:"<:3 "#"?"3
LADOS EN UN LADO ABOS LADOSCOSTADOS 558 111%FRONTAL !24 %48
1$%4 &:< " 20$5
R:"#@#"&3
DISTANCIA IA ENTRE ASIENTO Y ACCESO
EL NERO
T7:&; ::"7"7
T7:&; ::"7"7
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A@&:"&3 :# &:< : ><"" : <"# " 14 3"
14
ASIENTOS 10
& !.%
N DE FILAS 14 55 ASIENTOS 14
& !.%
ASIENTOS 10
14
POBLACION UE VAN EVACUAR POR EL PASA/E*3"3+
P6#"7 150V:#7" 1 &,3
4000 ;:<3"3,&7
A= 2.25
A= :#:>7 2.4
POBLACIÓN UE VAN EVACUAR POR EL PASA/E*3"3+
P6#"7 150V:#7" 1 &,3
4000 ;:<3"3,&7
T7:&; ::"7"7
T7:&; ::"7"7
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A= 2.25A= :#:>7 2.4
COPROBACIÓN DEL NERO DE ESPECTADORES
LADO UN LADO ABOS LADOSCOSTADO %00 1200FRONTAL 4$% 952
SUB TOTAL DE ESPECTADORES 2152N DISCAPACITADOS 42
TOTAL DE ESPECTADORES 2110 NECESITAOS 20$5
CLCULO DE LA ALTURA IA
SEGN DEPORTEDEPORTE ALTURAFUTBITOL $
VOLEY 12.5BASKEBALL $
AYOR 12.5
POR ASIENTOSCALCULADA $.%
ALTURA ELEGIDA 12.5
DIENSIONES FINALES DEL COLISEO
DIENSIOES &ANCHO 55
1.501818182LARGO 82.%ALTURA 12.5
RELACIÓNLARGO-ANCHO
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DE JUEGO DEL FULBITO)
LAS OFICIALES DEL VOLEIBOL(FEDERACIÓN INTERNACIONAL DE VOLEYBALL)
1
ANCHO TOTAL LARGO TOTAL
22 4$19 !4
19 !222 4$
ANCHO LARGO25 4$25 4$
ADICINALES PARA BANDAS E
AREA PARA TERCER
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POBLACIÓN UE VAN EVACUAR POR EL PASA/E*<"#+
P6#"7 189V:#7" 1 &,3
4000 ;:<3"3,&7
A= 2.8 &A= :#:>7 ! &
IO DE ASIENTOS ENTRE PASA/ESE ACCESO SERA DE 2%
T7:&; ::"7"7
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3 " 10
10ASIENTOS & ASIENTOS &
$ 2.4 1% 2.44.2 2.4 9.% 2.4
!.8 25
104.2 2.4 9.% 2.4$ 2.4 1% 2.4
ASIENTOS & ASIENTOS &
POBLACION UE VAN EVACUAR POR EL PASA/E*<"#+
P6#"7 2!8V:#7" 1 &,3
4000 ;:<3"3,&7
A= !.%
A= :#:>7 !.%
T7:&; ::"7"7
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DIFERENCIA -!5 !( %2.25 OK 5( 10!.$5 OK
OK
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2.5
0.%
0.4
1.0
0.8
0.2
!.0
TERIORES
S
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N DE FILAS 10
82.%
ASIENTOS & ASIENTOS & ASIENTOS1014 2.4 1% 2.4 $
8.4 2.4 9.% 2.4 4.2
5
4$
!.825
4$
5
8.4 2.4 9.% 2.4 4.21014 2.4 1% 2.4 $
ASIENTOS & ASIENTOS & ASIENTOS
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14
10 ASIENTOS
!.% &
14 ASIENTOS
!.% &
10 ASIENTOS
14
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II.-CORREAS
DATOS &"= 55#"<> 82.%"#@<" 12.5
Número y distancia de columnas
N : #@&"3 8
11.8 &
5.9 &
1.%9 &
Cálculo del número de correasPRIER TANTEOP:7:: <:&:"" ;< #" 6:<@<" 1$
L>@7@ : 6:<@<" 1.%9 &A#@<" 8.40$59!$401 &
L>7@ 7#7"" 28.$5%52!!0! &N&:< : 6:<@<"3 1$.015%942%24
SEGUNDO TANTEON&:< : 6:<@<"3 3:#:7"" 18
L>7@ : #" 6:<@<" ;<:"" 1.%1%019%!25 &L>7@ "# ;<:"" 29.11%019%!! &
L>7@ ::3"<7" !0.42 &C&;<6"7 : ;:7:: 1%.8!%$1102! GRADOS
V:<:" 1.%8455%0!4 &H 8.81100452% &
Predimencionamiento
S:7 "#= 29.5 &
= :#:>7&3 !0 &6 15 &
6 :#:>7 10 & 9.4%2!22208 G<"3
S:7 #>7@7"#B 22.5 &B 2$ &
B :#:>7 !1 & !1
D73"7" ::#@&"3
D73"7" ;"<"#"3:3
S:;"<"7 :<:<<:"3 :<:&"3 :
6:<@<"
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CLCULO DE CARGAS1.-CARGA UERTAPESO DE CORREAS
A.LONGITUD 155! &A.INCLINADO 2!25.%!%18 &A.UNION PIRAIDE 180.!22581 &
A.UNION TI/ERAL 218.%02548&A.TOTAL CORREA 42.$8 &#A.TOTAL TECHO+ 1582.$0 &#PESO A POR &# 0.5% J>,&#PESO TOTAL 88%.!10$04J>
AREA INCLINADA T. !58.95%
A. PESO POR TECHO 2.4%91!4%$
PESO COBERTURA
AREA CUBIERTA 1.%9
AREA A CUBRIR !58.95%N DE COBERTURAS 212.4PESO COBERTURA 14.8 K>PESO T COBERTURA !14!.52K>
PESO COBERTURA &2 8.$5$!9%45
PESO LUINARIAANCHO 5.9 &LARGO 55 &ALTURA 21.!110045 &
LAPARAS PUNTO 10N LUINARIA !2PESO LUINARIA !.5PESO T LUINARIAS 112 K>
AREA !58.95%
PESO LUINARIA &2 0.!120159%
PESO SOLDADURA Y ARRIOSTRES
5 K>,&2CARGA UERTA TOTAL
PESO TOTAL 1%.5!854$1CARGA UERTA 1!.9$50$2!K>,&#
2.-CARGA VIVA
CARGA VIVA !0
&2
K>,&2
&2
&2
J>,&2
&2
J>,&2
PESO SOLDADURA YARRIOSTRES
K>,&2
J>,&2
A.UNIÓN
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CARGA VIVA CORREA 25.!5J>,&#
!.-CARGA DE VIENTODATOS1.-E7"7 :<<"" 37 "6:<@<"3
!.1.-VIENTO TRANSVERSAL A LA CONSTRUCCIÓN
!.1.1.-COEFICIENTESC1 0.9C2 -0.$C! -0.5A.-SUPERFICIE DE BARLOVENTO
NGULO DE INCLIN. 1%.8!%$11C4 -0.52%5!15%
B.-SUPERFICIE DE SOTAVENTOC5 -0.$
C.- FACTOR DE FORAC;7 0.! -0.!
D.-EFECTO DE COBINACIÓN DE PRESIONESC E!E"I#O
C1 1.2 0.% 1.2C2 -0.4 -1 -1C! -0.2 -0.8 -0.8C4 -0.2! -0.8! -0.8!C5 -0.4 -1 -1
!.1.2.-CLCULO DE LAS PRESIONES
V %0 $5= :;<: 12.5 :<: <<:"3 0.845= <<:" <7" 8.5%%2544H 21.0%%2544
VH 88.!589!54M !9.0!%50$4
P1 4%.84!8088P2 -!9.0!%50$4P! -!1.2292059P4 -!2.2%4905!P5 -!9.0!%50$4
$
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P ELEGIDO -!9.0!%50$4
!.1.!.-CLCULO DEL ANCHO DE INFLUENCIA
CORREA 0.845NORA 1.9 1.9%%%%%%$
ANCHO DE INFLUENCIA 1.90
!.1.4.-CLCULO DE
-$4.1%9!%4
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A.LONGITUDINALA.UNIÓN PIRAIDE A.INCLINADOI/ERAL
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CLCULO DE LAS FUERAS DE DISEOLONG. CORREA 5.9 &D 1!.9$50$228 J>,&#L 25.!5 J>,&# -$4.1%9!%!98 J>,&#
PROYECCIÓN DE CARGASDY 1!.!$%018!$D 4.04$8114$%LY 24.2%!!49%9L $.!4250!$$2Y -$4.1%9!%!98 0
ECUACIÓN GOBERNANTE
CARGAS YD 4.04$8114$% 1!.!$%018!$L 0 0S 0 0L< $.!4250!$$2 24.2%!!49%9R 0 0 0 -$4.1%9!%!98E 0 0
UA.1 5.%%%9!%0%%A.2 8.528%25%5$ 4.85$!$!$$1 4.85$!$!$$1A.! 1%.%05!$981 1%.%05!$981 4.85$!$!$$1 4.85$!$!$$1 4.85$!$!$$1A.4 8.528%25%5$ 4.85$!$!$$1 4.85$!$!$$1A.5 4.85$!$!$$1 4.85$!$!$$1A.% !.%4!0!0!28 !.%4!0!0!28 !.%4!0!0!28 !.%4!0!0!28
UYA.1 18.$2%425$2A.2 28.18289%89 1%.05122204 1%.05122204A.! 54.8$258155 -4.4%2909%!1 1%.05122204 1%.05122204 1%.05122204A.4 -%8.2!$2$%28 -80.!%89511! -80.!%89511!
A.5 1%.05122204 1%.05122204A.% -84.!81$5%%4 108.458589$ 12.0!841%5! 12.0!841%5!
RESULTANTER.1 8.!40%84!$!R.2 29.44508%$! 1%.$$008%$! 1%.$$008%$!R.! 5$.!!008%$! 1$.194%5%1$ 1%.$$008%$! 1%.$$008%$! 1%.$$008%$!R.4 %8.$%818545 80.515%0!!$ 80.515%0!!$
Y
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R.5 1%.$$008%$! 1%.$$008%$!R.% 84.4%0!%0%$ 108.519$55% 12.5$$5%505 12.5$$5%505
R.A 108.519$55%
ECUACIÓN DOINATE 0.9'D-1.!'
CORTANTE
VU 10.$4%9!94$VUY !19.9528!9%
CORTANTE
U 4$1.9!04!85
UY 15.851$!5$2
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4.85$!$!$$1
1%.05122204
1%.$$008%$!
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CLCULO DE LA IA FUERAS DE COPRESIÓN QCORDÓN AQ
DATOS
= 0.!&6 0.1 &= 26 1@ 4$1.9!04!84$@ 15.851$!5$1%
P@ 945.0%808$94!2 K>
CLCULO DE LA IA TRACCIÓN CORDÓN Q6Q
T@ 15$!.1014%1%K>
VERIFICACIÓN DE LOS CORDONES Q"Q
P@
8.1."-C#@# :# P@
P@ 945.0%808$94 K>
0.9E3 2100000 J>,&2 2520DIAETRO 0.!$5 0.9525 &A 0.$125590588&2
CALCULO DEL
8.-P"<" :# < *&;<7&7 !,8Q +
L P
8.1.6-C#@# :# L'P&(''A>
P@ ,= (+,+ ( +∗
T@,=
(1,W )W( (2−2++
Y
=
X( +,(∗
+(
Z(0.451)0[245
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K 1L(S !1R 0.2!8125
R:;#"?" "#<:3
1!0.18!$2$0! \ 200 OK
X 1.4!54$$%518
Z 1.%89442!0!9
0.%225!$1$0!
CHEUEAOS
100%.0$2!2%! 945.0%8088 OK
V:<7"7 :# < " <"7
T@ 15$!.1014%1%
]L'P 1%1%.08!9452 T@ 15$!.1014%
VERIFICACION DE LAS DIAGONALES
#@# : #"3 @:<?"3 : 73:^B !1D=(LD !!.$%$588
_ %2.%$%108$ _
` 9.4%2!2221`
V@a !19.95284 J>
2'3:'3B 1.$52%$58!
D@2 182.5510%5 J>
"#@# :# LQD
]L'PP@
W +(/
+(∗ /
b 200
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LaD !4.1!5$584
CHEUEAOS
LaD c LD
!4.1!5$584 c !!.$%$588 OK
CALCULO DE CARGA
K 0.85L !4.1!5$58!$$< 0.2!8125
K'L,< 121.84942% \ 200
CALCULO DE 1.!4!58219
CALCULO DE 1.$19420%8
CALCULO DEL 0.5984!151
CALCULO DE ''A>
91!.!8%919 182.5510%5
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1.- CARGA UERTAD 82.45292%4 J> D
2.-CARGA VIVAL 149.5%5 J> L
!.-CARGA DE VIENTODATOS1.-E7"7 :<<"" 37 "6:<@<"3
!.1.-VIENTO TRANSVERSAL A LA CONSTRUCCIÓN
!.1.1.-COEFICIENTESC1 0.9
C2 -0.$C! -0.5A.-SUPERFICIE DE BARLOVENTO
NGULO DE INCLIN. 1%.8!%$11C4 -0.52%5!15%
B.-SUPERFICIE DE SOTAVENTOC5 -0.$
C.- FACTOR DE FORAC;7 0.! -0.!
D.-EFECTO DE COBINACIÓN DE PRESIONESC ELEGIDO
C1 1.2 0.% 1.2C2 -0.4 -1 -1C! -0.2 -0.8 -0.8C4 -0.2! -0.8! -0.8!C5 -0.4 -1 -1
NUDO 1
!.1.2.-CLCULO DE LAS PRESIONES
V %0 $5 2= :;<: 12.5 12.5 :<: <<:"3 0.845 0.845= <<:" <7" 8.5%%2544 8.!215042$
$
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H 21.0%%2544 20.821504!VH 88.!589!54 88.1!20%09M !9.0!%50$4 !8.8!%!008
P1 4%.84!8088 4%.%0!5%1P2 -!9.0!%50$4 -!8.8!%!008
P! -!1.2292059 -!1.0%9040%P4 -!2.2%4905! -!2.0994282P5 -!9.0!%50$4 -!8.8!%!008
P ELEGIDO -!9.0!%50$4 -!8.8!%!008
!.1.!.-CLCULO DEL ANCHO DE INFLUENCIA
CORREA 0.845
NORA 1.9 1.9%%%%%%%%$
ANCHO DE INFLUENCIA 1.90
!.1.4.-CLCULO DE
*J>,&#+ -$4.1%9!%4 -$!.$889$15T *K>+ -4!$.59924$ -4!5.!549!2
4.- CARGA DEL TI/ERAL
LONGITUG INCLINADA %0.84LONGITUD DE BASE 58.!%91121LONGITUD PARANTES !2%.00$1%$LONG INCLINADA NUDO %!2.%1881$NUDO PARANTES INCLINADOS N
0 8.8110045! 01 8.5%%2544 1$.208%99$5%42 8.!215042$ 1%.$214!0054%! 8.0$%$5415 1%.2!4294559
4 $.8!200402 15.$4$!05$2445 $.58$25!9 15.2%04$$5914% $.!4250!$$ 14.$$!82%04%5$ $.09$$5!%5 14.28$!%91!4!8 %.85!00!52 1!.80112$4!5$9 %.%0825!!9 1!.!151245285
10 %.!%!50!2$ 12.829!8$550111 %.118$5!14 12.!4!94$89!9
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12 5.8$400!02 11.8588420$2!1! 5.%2925289 11.!$4112$99514 5.!84502$$ 10.889810!58$15 5.1!9$52%4 10.405994!4521% 4.89500251 9.922$!591151$ 4.%50252!9 9.440120%888
18 4.4055022% 8.958252%!4419 4.1%0$5214 8.4$$2591%1820 !.91%00201 $.99$2980$%421 !.%$125189 $.5185%$09!%22 !.42%501$% $.041!1$11$$2! !.181$51%! %.5%58$1104124 2.9!$00151 %.092%51!89!25 2.%92251!8 5.%222201%112% 2.44$5012% 5.155!408!452$ 2.202$511! 4.%9!0$!58$
28 1.95800101 4.2!%92828129 1.$1!25088 !.$8911%4954!0 1.4%8500$5 !.!529$88$94!1 1.22!$50%! 2.9!!$2%%24%!2 0.9$90005 2.5!9$!5$0!!!! 0.$!4250!8 2.184$159928!4 0.48950025 1.890$48922%!5 0.244$501! 0.845!% 0 0
L.TOTAL 10$$.8!51 &#;:3 ;< &# 0.88 J>,&#
;:3 7d:<"# 948.494885 J>
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NUDO !% NUDO 041.22%4%!2 41.22%4%!2 J>
$4.$825 $4.$825 J>
! 4 512.5 12.5 12.5
0.845 0.845 0.8458.0$%$5415 $.8!200402 $.58$25!9
%
&
$
'
(
VIENTO
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20.5$%$541 20.!!2004 20.08$25!98$.90!09%% 8$.%$19981 8$.4!8$194!8.%!4$$2 !8.4!189%! !8.22$%48!
4%.!%1$2%4 4%.1182$55 45.8$!1$$9-!8.%!4$$2 -!8.4!189%! -!8.22$%48!
-!0.90$81$% -!0.$4551$ -!0.582118%-!1.9!2858! -!1.$%51$51 -!1.59%!5$$
-!8.%!4$$2 -!8.4!189%! -!8.22$%48!
-!8.%!4$$2 -!8.4!189%! -!8.22$%48!
-$!.40%0%%$ -$!.020%029 -$2.%!25!1$-4!!.095$94 -4!0.82155$ -428.5!19!$
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% $ 812.5 12.5 12.5
0.845 0.845 0.845$.!4250!$$ $.09$$5!%5 %.85!00!52
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19.84250!8 19.59$$5!% 19.!5!00!58$.20!21!1 8%.9%54299 8%.$25!19!8.0220018 !$.8149! !$.%0%4048
45.%2%4022 45.!$$91% 45.12$%85$-!8.0220018 -!$.8149! -!$.%0%4048
-!0.41$%015 -!0.251944 -!0.08512!8-!1.42%!845 -!1.2552!! -!1.0828804-!8.0220018 -!$.8149! -!$.%0%4048
-!8.0220018 -!$.8149! -!$.%0%4048
-$2.24180!5 -$1.848!%$ -$1.4521%91-42%.22%%41 -42!.905!%5 -421.5%$$98
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9 10 1112.5 12.5 12.5
0.845 0.845 0.845%.%0825!!9 %.!%!50!2$ %.118$5!14
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19.10825!4 18.8%!50!! 18.%18$5!18%.48282$8 8%.2!$901$ 85.9904841!$.!9%!9$5 !$.1848$84 !%.9$181%8
44.8$5%$$ 44.%218541 44.!%%1802-!$.!9%!9$5 -!$.1848$84 -!%.9$181%8
-29.91$118 -29.$4$902$ -29.5$$45!4-!0.909!02$ -!0.$!44$55 -!0.558!$!4-!$.!9%!9$5 -!$.1848$84 -!%.9$181%8
-!$.!9%!9$5 -!$.1848$84 -!%.9$181%8
-$1.05!155! -$0.%512%9 -$0.24%4519-419.21!%1% -41%.84248$ -414.4540%%
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