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2/28/0815:47:18

O. 30. 60. 90. 120. 150.

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SAP2000 v11.0.0 - File:Tipo 1A-1, Z = 0.20 - 1.20m - Resultant M22 Diagram (Envolv) - KN, m, e Units

)SAP2000 (2/28/08 10:49:37

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150. 225. 300. 375. 450. 525.

SAP2000 v11.0.0 - File:Tipo 1A-1, Z = 0.20 - 1.20m - Resultant V13 Diagram (Envolv) - KN, m, e Units---

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Proyecto: Calculó: Fecha:Transmilenio - CI.26 Ing. VHGCONSORCIO 28/04/2008

GENERAL Asunto: Armadura minima - control Revisó:agrietamiento Ing. VHG Hoja_de_

REV.: 0.0

Analisis y calculo Armadura Minima a Flexion

MATERIALES ELEMENTOfc = 28.0 Mpa B= 100 cmFy= 420.0 Mpa , >= 3/8 Esp,e= 25 cm

dc = 4.0 cmIr (Mpa) = 0.70 (fC)112 = 3.70 Mpa I (mm4

) = B H3/12 = 1302083333 mm4

Y=H/2= 12.50 cm Mr=lrI/Y= 38.58 kN - m 1.2 Mr= 46.30 kN- m

p = 0.00285 As = 5.98 cm'6 No. 4 20.0 cm ele

p = 0.00184 No. 4

As = 3.78 cm'33.3 cm ele

Control de Agrietamiento

Para secciones transversales de Max. Momento (+) y (-) de vigas, placas ymuros que trabajen en una sola dirección el control se electua por medio delparametro Z.m.m+slmeu¡ d,

fs . esfuerzo en acero de refuerzo anivel de cargas de servicio (kg/cm2

varia entre 0.4 y 0.45FyZ = fs (de A)lrJ Ac = S x 2dc

Tipo de estructura:

Estructuras sometidas a cargasvehiculares Is = 0.425 Fy = 1785 kg/cm2

S = 20.0 cmAc = 160 cm2

Z = 15.383 MN/mcumple, y grietas dentrode lo adm.Zadm = 17.5 MN/m

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'~~~••CONSORCIOGENERAL

ANEXO 5.0REACCIONES EN EL TERRENO

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~A.C.I.MpROYECTYl Asunto:

Calculó:Proyecto:Transm - CL26 Ing. VHG

Fecha:. ~28/041200s

Hoja_de_Revisó:

Verf. Efectos en suelo Ing. VHG

TABLE: Joint Reactions

Joint F2OutputCase CaseType F1

Text Text Text KN KN

1 SRV Combination 1.54 -1.39 2.72

3 SRV Combination 1.62 1.39 2.72

5 SRV Combination 0.00 0.00 3.50

7 SRV Combination 0.00 0.00 3.50

9 SRV Combination 0.00 0.00 0.45

~ __ ~1~1~__ ~ ~S~R~V~__ ~~C~o~m~b~in~a~ti~o~n-r__ ~0~.0~0~__ +- 0~;.~0~0__ 1 ~0~.4~6_--4

13 SRV Combination 0.00 0.00 0.79

14 SRV Combination 0.00 0.00 0.79

15 SRV Combination 0.00 0.00 0.11

16 SRV Combination 0.00 0.00 0.11

17 SRV Combination 0.00 0.00 1.18

19 SRV Combination 0.00 0.00 1.18

29 SRV Combination 0.29 0.00 2.24

31 SRV Combination 0.29 0.00 2.25

37 SRV Combination -6.01 -4.36 2.70

~ 38 -+ S~R~V ~~C~o~m~b~in~a~ti~o~n-r0~.2~6 +-__~0~.~00~__ ~ __ ~3~.~~39 SRV Combination 0.26 0.00 3.35

40 SRV Combination -5.93 4.36 2.70

-12 SRV Combination 0.00 0.00 5.40

-13 SRV Combination 0.00 0.00 10.80

-14 SRV Combination 0,00 0.00 5.43

-15 SRV Combination 0.00 0.00 5.37

-16 SRV Combination 0.00 0.00 10.76

-17 SRV Combination 0.00 0.00 5.40

-18 SRV Combination 0.00 0.00 10.80

-19 SRV Combination 0.00 0.00 5.43

-20 SRV Combination 0.00 0.00 6.75

-21 SRV Combination 0.00 0.00 6.74

-22 SRV Combination 0.00 0.00 6.75

-45 SRV Combination 0.51 0.00 6.64

1--__ ~-~4:.:6'----__ -j ~S::;Rc:V.:...__ +.;:C:.::o::;mc::b:;:in::;a:.:t:.::io.:cn_l_---0--'..O=-O=-__+_~__O::..:.:0-,,0__ __ __1~0:Il _-47 SRV Combination 0.00 0.00 5.40

~ __ ~-~4~8 +-__~S~R~V~__ ~..::C~o~mb~in~a",ti~on_l_--~0~. 5~1,--__+-__ 0.00 6.61

-49 SRV Combination 0.00 0.00 10.67

-50 SRV Combination 0.51 0.00 6.64

-51 SRV Combination 0.00 0.00 10.71

-52 SRV Combination 0.00 0.00 5.40

-53 SRV Combination 0.00 0.00 5.36

-54 SRV Combination 0.00 0.00 5.33

-55 SRV Combination 0.00 0.00 5.36

-69 SRV Combination 0.55 0.00 1.38

-70 SRV Combination 1.10 0.00 2.74

-71 SRV Combination 0.58 0.00 5.28

-72 SRV Combination 1.09 0.00 2.73

-73 SRV Combination 0.58 0.00 6.33-74 SRV Combination 1.10 0.00 2.74

REV.: 0.0

F3

KN

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,4ta'" Proyecto: Calculó:Ing. VHG

Fecha:Transm - CI.26

28/04/2008A.c. •.PROYEC1W Asunto: Revisó:

Verf. Efectos en suelo Ing. VHG Hoja_de_

REV.: 0.0

TABLE: Joint Reactions

Joint OutputCase CaseType F1 F2 F3Text Text Text KN KN KN-75 SRV Combination 0.58 0.00 5.27

-76 SRV Combination 0.55 0.00 1.38

-77 SRV Combination 0.00 0.00 2.52

-78 SRV Combination 0.00 0.00 5.58

-79 SRV Combination 0.00 0.00 1.81

-80 SRV Combination 0.00 0.00 3.15

-81 SRV Combination 0.00 0.00 8.02

-82 SRV Combination 0.00 0.00 2.52

-83 SRV Combination 0.00 0.00 5.56--- ..- r------ --84 SRV Combination 0.00 0.00 1.81

-85 SRV Combination 000 0.00 0.75

-86 SRV Combination 0.00 0.00 2.91

-87 SRV Combination 0.00 0.00 1.70

-88 SRV Combination 0.00 0.00 2.97

-89 SRV Combination 0.00 0.00 8.88

-90 SRV Combination 0.00 0.00 2.83

-91 SRV Combination 0.00 0.00 5.98

-92 SRV Combination 0.00 0.00 2.80

-93 SRV Combination 0.00 0.00 5.32

-94 SRV Combination 0.00 000 3.06 --95 SRV Combination 0.00 000 5.32

-96 SRV Combination 0.00 0.00 2.79

-97 SRV Combination 0.00 0.00 5:12

-98 SRV Combination 0.00 0.00 2.78

-99 SRV Combination 0.00 0.00 6.72

-100 SRV Combination 0.00 0.00 10.71

-101 SRV Combination 0.00 0.00 6.69

-102 SRV Combination 0.00 0.00 2.73

-103 SRV Combination 0.00 0.00 2.69

-104 SRV Combination 0.00 0.00 5.03

-105 SRV Combination 0.00 0.00 2.90-106 SRV Combination 0.00 0.00 5.15-107 SRV Combination 0.00 0.00 2.66-108 SRV Combination 0.00 000 5.11--109 f--- SRV Combination 0.00 0.00 2.73-------

SRV Combination 000 0.00 5.80-110 -..-111 SRV Combination 000 0.00 2.91-112 SRV Combination 0.00 0.00 8.75-113 SRV Combination 0.00 0.00 1.67-114 SRV Combination 0.00 0.00 2.86-115 SRV Combination 0.00 0.00 0.74-116 SRV Combination 0.00 0.00 4.88-117 SRV Combination 0.00 0.00 3.45-118 SRV Combination 0.00 0.00 5.62-119 SRV Combination 0.00 0.00 6.07-120 SRV Combination 0.00 000 5.21

-121 SRV Combination 0.00 0.00 4.83-122 SRV Combination 0.00 0.00 5.07-123 SRV Combination 0.00 0.00 3.44-124 SRV Combination 0.00 0.00 12.71

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Proyecto:Transm - CI.26

Calculó:Ing. VHG

Fecha:

[CiJA.C.I. 28/04/2008

PROYlCTOS Asunto: Revisó:•.. Verf. Efectos en suelo Ing. VHG Hoja_de_

REV.: 0.0

TABLE: Joint Reactions :~

Joint OutputCase CaseType F1 F2 ' . . 'F3

Text Text Text KN KN i. KN-125 SRV Combination 0.00 0.00 4.09-126 SRV Combination 0.00 0.00 4.20-465 SRV Combination 0.00 0.00 2.70-466 SRV Combination 0.00 0.00 1.54-467 SRV Combination 0.00 0.00 2.70-468 SRV Combination 0.00 0.00 2.70-469 SRV Combination 0.00 0.00 1.54-470 SRV Combination 0.00 000 1.35-471 SRV Combination 0.00 0.00 1.35-472. SRV Combination 0.00 0.00 1.35-507 SRV Combination 0.00 0.00 0.19-508 SRV Combination 0.00 0.00 0.19-509 SRV Combination 0.00 0.00 0.23-510 SRV Combination 0.00 0.00 0.19-511 SRV Combination 0.00 0.00 0.23-512 SRV Combination 0.00 0.00 0.19

Area de FondoShell2 1.45 Efectos en el terrenoShell18 0.36 Total reaccion en el suelo 456.43 kNShell10 4.03 Esf. en el suelo, ", = 59.14 kN/m2Shell9 0.43 Esf. Adm. del suelo, "a = 100.00 kN/m2

Shell6 1.45 oK Esf. Terr < Esf. AdmTotal Area 7.72 m2