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UNIVERSIDADFACULTAD DE INGENIE

ESCUE

NOMBRE: RUALES FONSECA MANUEL AGUSTÍNSEMESTRE: 7mo

ES

COMPLEMENTO DEL EJERCICIO DE LA

EJERCICIO: COMPLEMENTO DE DATOS PARA GRÁFICASFUERZAS CORTANTESMOMENTOS

FUERZAS CORTAN

Barra Barra !

p = 40.00 KN /m p = 40.00V1 = 18.55 KN V1 = 181.96

x (m) Vx (KN) x (m) Vx (KN)

0.00 18.55 0.00 181.96

0.5 8.55 0.5 1!1.96

0.50 "1.45 0.50 161.96

0.!5 "11.45 0.!5 151.96

1.00 "1.45 1.00 141.96

1.5 "#1.45 1.5 1#1.96

1.50 "41.45 1.50 11.96

1.!5 "51.45 1.!5 111.96

.00 "61.45 .00 101.96

Vx=V 1− px


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.5 "!1.45 .5 91.96

.50 "81.45 .50 81.96

.!5 "91.45 .!5 !1.96

#.00 "101.45 #.00 61.96

#.5 "111.45 #.5 51.96

#.50 "11.45 #.50 41.96

#.!5 "1#1.45 #.!5 #1.964.00 "141.45 4.00 1.96

4.5 11.96

4.50 1.96

4.!5 "8.04

5.00 "18.04

MOMENTOS

Barra Barra !

p = 40.00 KN /m p = 40.00

M1 = 8.60 KNm M1 = "1!.0

V1 = 18.55 KN V1 = 181.96

x (m) Mx (KNm) x (m) Mx (KNm)

0.00 8.60 0.00 "1!.0

0.5 #1.99 0.5 "1!.96

0.50 #.88 0.50 "1#1.

0.!5 #1.6 0.!5 "91.981.00 !.15 1.00 "55.4

1.5 0.54 1.5 "1.00

1.50 11.4# 1.50 10.!4

1.!5 "0.19 1.!5 #9.98

.00 "14.#0 .00 66.!

.5 "#0.91 .5 90.96

.50 "50.0# .50 11.!0

.!5 "!1.64 .!5 1#1.94

#.00 "95.!5 #.00 148.68

#.5 "1.#6 #.5 16.9#.50 "151.48 #.50 1!4.66

#.!5 "18#.09 #.!5 18#.90

Mx= M 1+V 1 x−[ px2

2 ]


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4.00 "1!.0 4.00 190.64

4.5 194.88

4.50 196.6

4.!5 195.86

5.00 19.60


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CENTRAL DEL ECUADORRIA, CIENCIAS FISICAS Y MATEMATICAA DE INGENIERIA CIVIL

RUCTURAS III

IGA CONTINUA

TES

Barra "

KN /m p = 40.00 KN /mKN V1 = 8!.91 KN

x (m) Vx (KN)

0.00 8!.91

0.5 !!.91

0.50 6!.91

0.!5 5!.91

1.00 4!.91

1.5 #!.91

1.50 !.91

1.!5 1!.91

.00 !.91


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.5 ".09

.50 "1.09

.!5 ".09

#.00 "#.09

#.5 "4.09

#.50 "5.09

#.!5 "6.094.00 "!.09

4.5 "8.09

4.50 "9.09

4.!5 "10.09

5.00 "11.09

5.5 "1.09

5.50 "1#.09

5.!5 "14.09

6.00 "15.09

Barra "

KN /m p = 40.00 KN /m

KNm M1 = 19.60 KNm

KN V1 = 8!.91 KN

x (m) Mx (KNm)

0.00 19.60

0.5 1#.##

0.50 #1.56

0.!5 4!.81.00 60.51

1.5 !1.4

1.50 !9.4!

1.!5 85.19

.00 88.4

.5 89.15

.50 8!.#8

.!5 8#.10

#.00 !6.##

#.5 6!.06#.50 55.9

#.!5 41.01


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4.00 4.4

4.5 04.9!

4.50 18#.0

4.!5 158.9

5.00 1#.15

5.5 10.88

5.50 !1.115.!5 #6.8#

6.00 0.00


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FUERZAS CORTANT

Barra Barra !

p = 40.00 KN /m p = 40.00

V1 = 19.!1 KN V1 = 181.4

x (m) Vx (KN) x (m) Vx (KN)

0.00 19.!1 0.00 181.4

0.5 9.!1 0.5 1!1.4

0.50 "0.9 0.50 161.4

0.!5 "10.9 0.!5 151.4

1.00 "0.9 1.00 141.4

1.5 "#0.9 1.5 1#1.4

1.50 "40.9 1.50 11.4

1.!5 "50.9 1.!5 111.4

.00 "60.9 .00 101.4

.5 "!0.9 .5 91.4

.50 "80.9 .50 81.4.!5 "90.9 .!5 !1.4

#.00 "100.9 #.00 61.4

#.5 "110.9 #.5 51.4

#.50 "10.9 #.50 41.4

#.!5 "1#0.9 #.!5 #1.4

4.00 "140.9 4.00 1.4

4.5 11.4

4.50 1.4

4.!5 "8.58

5.00 "18.58

Vx=V 1− px


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MOMENTOS

Barra Barra !

p = 40.00 KN /m p = 40.00

M1 = 5.!6 KNm M1 = "15.40

V1 = 19.!1 KN V1 = 181.4

x (m) Mx (KNm) x (m) Mx (KNm)

0.00 5.!6 0.00 "15.40

0.5 9.44 0.5 "1!1.#0

0.50 #0.6 0.50 "19.69

0.!5 9.9 0.!5 "90.59

1.00 5.4! 1.00 "5#.98

1.5 19.15 1.5 "19.88

1.50 10.## 1.50 11.!#

1.!5 "1.00 1.!5 40.84

.00 "14.8 .00 6!.44

.5 "#1.14 .5 91.55

.50 "49.9! .50 11#.15

.!5 "!1.9 .!5 1#.6

#.00 "95.11 #.00 148.86

#.5 "11.4# #.5 16.9!

#.50 "150.6 #.50 1!4.5!

#.!5 "181.58 #.!5 18#.68

4.00 "15.40 4.00 190.8

4.5 194.#94.50 195.99

4.!5 195.10

5.00 191.!0

Mx= M 1+V 1 x−[ px2

2 ]


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10/12

S

Barra "

KN /m p = 40.00 KN /m

KN V1 = 88.11 KN

x (m) Vx (KN)

0.00 88.11

0.5 !8.11

0.50 68.11

0.!5 58.11

1.00 48.11

1.5 #8.11

1.50 8.11

1.!5 18.11

.00 8.11

.5 "1.89

.50 "11.89.!5 "1.89

#.00 "#1.89

#.5 "41.89

#.50 "51.89

#.!5 "61.89

4.00 "!1.89

4.5 "81.89

4.50 "91.89

4.!5 "101.89

5.00 "111.895.5 "11.89

5.50 "1#1.89


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5.!5 "141.89

6.00 "151.89

Barra "

KN /m p = 40.00 KN /m

KNm M1 = 191.!0 KNm

KN V1 = 88.11 KN

x (m) Mx (KNm)

0.00 191.!0

0.5 1.48

0.50 #0.!6

0.!5 46.5#

1.00 59.81

1.5 !0.59

1.50 !8.8!

1.!5 84.64

.00 8!.9

.5 88.!0

.50 86.98

.!5 8.!5

#.00 !6.0#

#.5 66.81

#.50 55.09

#.!5 40.86

4.00 4.14

4.5 04.94.50 18#.0

4.!5 158.9!

5.00 1#.5

5.5 10#.0#

5.50 !1.#1

5.!5 #!.08

6.00 0.00


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