carga muerta.xls

7/23/2019 carga muerta.xls

1/52

Anlisis de Prticos Planos versin 1.1 HSF 1999

Datos Relativos a los Nudos

Coordenadas ao!os "uer#as Concentradas n

n $ % 1 2 3 e i

(m) (m) (t) (t) (t m) No cortar

1 0.000 0.000 x x x 1 1

2 7.500 0.000 x x x 2 2

3 13.500 0.000 x x x 3 3

20.500 0.000 x x x

5 2!.500 0.000 x x x 5 5

! 0.000 3.500 ! !

7 7.500 3.500 7 7

" 13.500 3.500 " "

9 20.500 3.500 9 9

10 2!.500 3.500 10 !

11 0.000 !.500 11 7

12 7.500 !.500 12 "

13 13.500 !.500 13 9

1 20.500 !.500 1 10

15 2!.500 !.500 15 11

1! 0.000 9.500 1! 12

17 7.500 9.500 17 13

1" 13.500 9.500 1" 119 20.500 9.500 19 11

20 2!.500 9.500 20 12

21 0.000 12.500 21 13

22 7.500 12.500 22 1

23 13.500 12.500 23 15

2 20.500 12.500 2 1!

25 2!.500 12.500 25 17

2! 0.000 15.500 2! 1"

27 7.500 15.500 27 19

2" 13.500 15.500 2" 1!

29 20.500 15.500 29 17

30 2!.500 15.500 30 1"

31 0.000 1".500 31 19

32 7.500 1".500 32 20

33 13.500 1".500 33 21

3 20.500 1".500 3 22

35 2!.500 1".500 35 23

3! 0.000 21.500 3! 2

37 7.500 21.500 37 21

3" 13.500 21.500 3" 22

39 20.500 21.500 39 230 2!.500 21.500 0 2

"&

"!

M#


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1 1 25

2 2 2!

3 3 27

2"

5 5 29

! ! 2!

7 7 27

" " 2"

9 9 29

50 50 30

51 51 31

52 52 32

53 53 33

5 5 3

55 55 31

5! 5! 32

57 57 33

5" 5" 3

59 59 35

!0 !0 3!

!1 !1 37

!2 !2 3"

!3 !3 39

! !

!5 !5

!! !!

!7 !7

!" !"

!9 !9

70 70

71 71

72 72

73 73

7 7

75 75

7! 7!

77 77

7" 7"

79 79

"0 "0

"1 "1

"2 "2

"3 "3

" "

"5 "5

"! "!

"7 "7

"" ""

"9 "9


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90 90

91 91

92 92

93 93

9 9

95 95

9! 9!

97 97

9" 9"

99 99

100 100

101

102

103

10

105

10!

107

10"

109

110

111

112

113

11

115

11!

117

11"

119

120

121

122

123

12

125

12!

127

12"

129

130

131

132

133

13

135

13!

137

13"


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139

10

11

12

13

1

15

1!

17

1"

19

150

151

152

153

15

155

15!

157

15"

159

1!0

1!1

1!2

1!3

1!

1!5

1!!

1!7

1!"

1!9

170

171

172

173

17

175

17!

177

17"

179

1"0

1"1

1"2

1"3

1"

1"5

1"!

1"7


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1""

1"9

190

191

192

193

19

195

19!

197

19"

199

200


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ANALISIS DE CARGA MUERTA

Datos Relativos a los Elementos

udos seccin rtulas "uer#as Distri'uidas

( tio i (

+pegar (t#m) (t#m)

! c

7 c

" c

9 c

10 c

7 v %3.1"0

" v %3.1"0

9 v %3.1"0

10 v %3.1"0

11 c

12 c

13 c

1 c

15 c

12 v %3.1"0

13 v %3.1"0

1 v %3.1"0

15 v %3.1"01! c

17 c

1" c

19 c

20 c

17 v %3.1"0

1" v %3.1"0

19 v %3.1"0

20 v %3.1"0

21 c

22 c

23 c

2 c

25 c

22 v %3.1"0

23 v %3.1"0

2 v %3.1"0

25 v %3.1"0

2! c

27 c

2" c29 c

)&

)!


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30 c

27 v %3.1"0

2" v %3.1"0

29 v %3.1"0

30 v %3.1"0

31 c

32 c

33 c

3 c

35 c

32 v %3.1"0

33 v %3.1"0

3 v %3.1"0

35 v %3.1"0

3! c

37 c

3" c

39 c

0 c

37 v %3.1"0

3" v %3.1"0

39 v %3.1"0

0 v %3.1"0


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Proiedades de Materiales Ca

eti+ueta E G tio material

concreto 2.17&+0! ".!9&+05 c concreto

v concreto

(t#m2 ) (t#m2 ) (t#m3 )


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acter*sticas de las Secciones

A I Notas

0.21000 !.00&%03

0.1"000 1."9&%03

As

(m2 ) (m ) (m2 )


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(t#m) (t#m)


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$'*& $'*&

concreto 217370!.5

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0 0

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0 0

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0 0


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0 0

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0 0

0 00 0

0 0

0 0

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0 0

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Desla#amientos de los Nudos

n u v e

(m) (m) (ra,) (t)

1 0 .000&+00 0.000&+00 0.000&+00 1 %"3."19

2 0 .000&+00 0.000&+00 0.000&+00 2 %150.00

3 0 .000&+00 0.000&+00 0.000&+00 3 %1.72!

0 .000&+00 0.000&+00 0.000&+00 %13."97

5 0 .000&+00 0.000&+00 0.000&+00 5 %!7.

! %!.!30&%05 %!.27&%0 %3."03&%0 ! 2.577

7 %1.!90&%05 %1.150&%03 1.32&%0 7 1.372

" .133&%0! %1.110&%03 %".!50&%05 " 2.0!3

9 .10&%05 %1.103&%03 ".105&%05 9 1.579

10 !.525&%05 %5.171&%0 2.37"&%0 10 %71.93

11 5.5!&%0! %1.115&%03 %2.713&%0 11 %12".!"

12 %.23!&%07 %1.99&%03 ".5"&%05 12 %12.0"2

13 1."!0&%0! %1.925&%03 %5.333&%05 13 %123.13"

1 1.90&%0! %1.913&%03 7.77&%05 1 %57.9"9

15 5.25&%07 %".9"2&%0 1."90&%0 15 %0.312

1! %2.7!5&%05 %1.510&%03 %2.7&%0 1! 0.19

17 %2.!3"&%05 %2.!9"&%03 1.07!&%0 17 0.00

1" %2.592&%05 %2.!05&%03 %5.2"9&%05 1" %0.091

19 %2.!5&%05 %2.5"!&%03 ".370&%05 19 %59.997

20 %2.391&%05 %1.21!&%03 2.005&%0 20 %107.01"

21 %7.""&%05 %1."25&%03 %2.!95&%0 21 %103.0"

22 %7.390&%05 %3.2!0&%03 1.00&%0 22 %102.52"

23 %7.390&%05 %3.19&%03 %.9&%05 23 %".00

2 %7.31"&%05 %3.125&%03 9.!0&%05 2 0.0!!

25 %7.2!"&%05 %1.71&%03 2.109&%0 25 0.030

2! %1.3!1&%0 %2.0!2&%03 %2.710&%0 2! 0.071

27 %1.07&%0 %3.!"2&%03 1.2!&%0 27 0.09

2" %1.3!5&%0 %3.55!&%03 %.775&%05 2" %".00!

29 %1.35&%0 %3.529&%03 9.30!&%05 29 %"5.!02

30 %1.351&%0 %1.!!2&%03 2.13&%0 30 %"2.71

31 %2.75"&%0 %2.219&%03 %1."9&%0 31 %"1.9"9

32 %2.20&%0 %3.9!&%03 5.!0!&%05 32 %3".71

33 %2.0!!&%0 %3."29&%03 %2.111&%05 33 0.051

3 %1.73&%0 %3.799&%03 9.!!5&%05 3 0.000

35 %1.92&%0 %1.7""&%03 1.7&%0 35 0.00

3! %3.029&%05 %2.297&%03 %".3"9&%0 3! 0.033

37 %1.7&%0 %.10!&%03 2.1"&%0 37 %35.9"!

3" %2."7&%0 %3.9!&%03 %1.90&%0 3" %!.217

39 %3.!!2&%0 %3.93!&%03 2.270&%0 39 %!2.0!

0 %.0"&%0 %1."51&%03 5."01&%0 0 %!1.5091 1 %29.033

"ue

Ni


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2 2 %0.21

3 3 0.271

0.111

5 5 %0.037

! ! %23.935

7 7 %2."53

" " %1.01

9 9 %1.07

50 50 %19.277

51 51 2.705

52 52 1.13

53 53 1."53

5 5 1.579

55 55 %11."!

5! 5! %21.51

57 57 %20.!90

5" 5" %20.712

59 59 %9.!3

!0 !0 %7.51"

!1 !1 %."

!2 !2 %!.5!7

!3 !3 %."70

! !

!5 !5

!! !!

!7 !7

!" !"

!9 !9

70 70

71 71

72 72

73 73

7 7

75 75

7! 7!

77 77

7" 7"

79 79

"0 "0

"1 "1

"2 "2

"3 "3

" "

"5 "5

"! "!

"7 "7

"" ""

"9 "9

90 90


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91 91

92 92

93 93

9 9

95 95

9! 9!

97 97

9" 9"

99 99

100 100

101

102

103

10

105

10!

107

10"

109

110

111

112

113

11

115

11!

117

11"

119

120

121

122

123

12

125

12!

127

12"

129

130

131

132

133

13

135

13!

137

13"

139


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10

11

12

13

1

15

1!

17

1"

19

150

151

152

153

15

155

15!

157

15"

159

1!0

1!1

1!2

1!3

1!

1!5

1!!

1!7

1!"

1!9

170

171

172

173

17

175

17!

177

17"

179

1"0

1"1

1"2

1"3

1"

1"5

1"!

1"7

1""


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1"9

190

191

192

193

19

195

19!

197

19"

199

200


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(t) (t m) (t m) (t m) (t) (t)

%"3."19 3.25" %1.17 %!.093 %2.!72 %2.!72

%150.00 %0."79 0.93 1."!5 0.7" 0.7"

%1.72! 0.!1" %0.322 %1.2!3 %0.537 %0.537

%13."97 %0."!! 0.302 1.70 0.!!" 0.!!"

%!7. %2.1"9 0.""! 3.9!2 1.75" 1.75"

2.577 %1.0 7.73 %1."10 11."7! %11.97

1.372 %9.75! .!20 %9.!23 9.5!2 %9.51"

2.0!3 %12."7 !.591 %12."99 11.12! %11.13

1.579 %9.!"! ."77 %9.179 9.!25 %9.55

%71.93 ".3" 0.7 %7.399 %5.29 %5.29

%12".!" %3.1"9 %0.20 2.7"1 1.990 1.990

%12.0"2 1.9"" 0.1 %1.!99 %1.229 %1.229

%123.13" %1.73 %0.01! 1.712 1.152 1.152

%57.9"9 %5.217 %0.212 .793 3.337 3.337

%0.312 %1.791 7.!9 %1.!31 11.9! %11.90

0.19 %9.!5 .!75 %9.!1! 9.5! %9.53

0.00 %12.9 !.5!9 %12."72 11.10 %11.120

%0.091 %9.31! ."! %9.!11 9.91 %9.5"9

%59.997 7.391 %0.013 %7.1" %.937 %.937

%107.01" %2.197 0.09! 2.3"9 1.529 1.529

%103.0" 1.!29 0.002 %1.!25 %1.0"5 %1.0"5

%102.52" %1." 0.027 1."9" 1.27 1.27

%".00 %."1" 0.050 .91" 3.25 3.25

0.0!! %1.9 7.!!2 %1.50 11.991 %11."59

0.030 %9.!99 .!!0 %9.!01 9.55! %9.52

0.071 %12.950 !.573 %12."!0 11.13 %11.117

0.09 %9.10! ."50 %9."1 9.22 %9.!5"

%".00! 7.525 0.021 %7."3 %5.003 %5.003

%"5.!02 %2.3!3 %0.01! 2.331 1.5!5 1.5!5

%"2.71 1.72 0.037 %1.!51 %1.125 %1.125

%"1.9"9 %1."5! 0.07 1.951 1.2!9 1.2!9

%3".71 %."9! 0.05 .9"! 3.29 3.29

0.051 %15.05" 7.!5" %1.35 12.020 %11."30

0.000 %9.!"7 .!!" %9.59! 9.555 %9.525

0.00 %12.9"0 !.57 %12."27 11.152 %11.10"

0.033 %".955 ."50 %9.9!! 9.372 %9.70"

%35.9"! 7.575 %0.00! %7.5"7 %5.05 %5.05

%!.217 %2.32! 0.097 2.521 1.!1! 1.!1!

%!2.0! 1.733 %0.01 %1.7!2 %1.1!5 %1.1!5

%!1.509 %1.921 %0.007 1.907 1.27! 1.27!%29.033 %.9"0 0.011 5.002 3.327 3.327

r#as en los Elementos(convencin de resistencia de materiales)

N(

Mi

Mcentro

M(

,i

,(


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%0.21 %15.1!1 7.!71 %1.21! 12.051 %11.799

0.271 %9.73 .!51 %9.5" 9.5!5 %9.515

0.111 %12.9!9 !.575 %12."3! 11.19 %11.111

%0.037 %"."0" ."52 %10.107 9.32 %9.75!

%23.935 7.57 0.355 %!."!5 %."13 %."13

%2."53 %1.9!1 %0.30! 1.39 1.103 1.103

%1.01 1.!23 0.11! %1.391 %1.005 %1.005

%1.07 %2.120 0.01! 2.152 1.2 1.2

%19.277 %5.105 %0.170 .7!! 3.290 3.290

2.705 %15.317 7.5"" %1.22! 12.070 %11.7"0

1.13 %9.572 .717 %9.!1 9.533 %9.57

1."53 %13.03 !.5!2 %12.79" 11.1! %11.09!

1.579 %".!!7 ."23 %10.307 9.2!7 %9."13

%11."! ".53 %2."2 %1.100 %7.51" %7.51"

%21.51 %3.305 0.70! .717 2.!7 2.!7

%20.!90 2.029 %0.55! %3.11 %1.723 %1.723

%20.712 %1.979 0.5!7 3.113 1.!97 1.!97

%9.!3 %5.51 1.7!3 9.0!" ."70 ."70

%7.51" %1.100 ".032 %1.55 11."! %11.9"!

%." %9."37 .51" %9.7! 9.555 %9.525

%!.5!7 %12.""7 !.713 %12.!2 11.1!5 %11.095

%."70 %9.529 5.012 %9.0!" 9.!17 %9.!3


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carga muerta.xls

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