Rigideces UNP

A Eje "B": "1", "4"

1 Inercia de columnas

50

C-1 E.N.

50

y

E.N.

25 25x

Elementob h A

( cm ) ( cm ) ( cm² ) ( cm )

25.00 50.00 1,250.00 12.50

25.00 25.00 625.00 37.50

S 1,875.00

20.83

Eje Elemento

b h A

( cm ) ( cm ) ( cm² )

X - X25.00 50.00 260,416.67 1,250.00

25.00 25.00 32,552.08 625.00

Y - Y50.00 25.00 65,104.17 1,250.00

25.00 25.00 32,552.08 625.00

50

A2

A1

xc

A1

A2

Xc

Yc

Ic

( cm4 )

A1

A2

A1

A2

A2

C-2

50

yE.N.

12.525

x

Elementob h A

( cm ) ( cm ) ( cm² ) ( cm )

25.00 25.00 625.00 25.00

50.00 25.00 1,250.00 25.00

S 1,875.00

25.00

b h AEje Elemento

( cm ) ( cm ) ( cm² )

X - X25.00 25.00 32,552.08 625.00

50.00 25.00 65,104.17 1,250.00

Y - Y25.00 25.00 32,552.08 625.00

25.00 50.00 260,416.67 1,250.00

2 Inercia de Vigas

b hElemento

( cm ) ( cm )

V - 104 25.00 35.00

3 Verificación de Rigideces

A1

xc

A1

A2

Xc

Yc

Ic

( cm4 )

A1

A2

A1

A2

Nivel Elemento

TERCER

C-1 358,072.92

C-2 292,968.75

V - 104 89,322.92

SEGUNDO

C-1 358,072.92

C-2 292,968.75

V - 104 89,322.92

PRIMER

C-1 358,072.92

C-2 292,968.75

V - 104 89,322.92

B Ejes "C": "6"

1 Inercia de columnas

50

C-10 E.N.

50

y

E.N.25

25x

Elementob h A

( cm ) ( cm ) ( cm² ) ( cm )

25.00 50.00 1,250.00 12.50

25.00 25.00 625.00 37.50

S 1,875.00

Ic

( cm4 )

A2

A1

xc

A1

A2

20.83

Eje Elemento

b h A

( cm ) ( cm ) ( cm² )

X - X25.00 50.00 260,416.67 1,250.00

25.00 25.00 32,552.08 625.00

Y - Y50.00 25.00 65,104.17 1,250.00

25.00 25.00 32,552.08 625.00

2 Inercia de Vigas

b hElemento

( cm ) ( cm )

V - 104 25.00 35.00

3 Verificación de Rigideces

Nivel Elemento

TERCERV - 104 89,322.92

C - Incl 358,072.92

SEGUNDOV - 104 89,322.92

C - Incl 358,072.92

PRIMERV - 104 89,322.92

C - Incl 358,072.92

B Eje "D", "F": "1", "4", "6"

C Eje "I": "2", "3", "4", "6"

Xc

Yc

Ic

( cm4 )

A1

A2

A1

A2

Ic

( cm4 )

1 Inercia de columnas

50

C-2

50

yE.N.

12.525

x

Elementob h A

( cm ) ( cm ) ( cm² ) ( cm )

25.00 25.00 625.00 25.00

50.00 25.00 1,250.00 25.00

S 1,875.00

25.00

Eje Elemento b h A

( cm ) ( cm ) ( cm² )

X - X25.00 25.00 32,552.08 625.00

50.00 25.00 65,104.17 1,250.00

Y - Y25.00 25.00 32,552.08 625.00

25.00 50.00 260,416.67 1,250.00

A2

A1

xc

A1

A2

Xc

Yc

Ic

( cm4 )

A1

A2

A1

A2

C- 7

b / R hElemento

( cm ) ( cm )

C - 4 25.00 60.00

C - 5 25.00 50.00

C - 7 22.50

2 Inercia de vigas

b hElemento

( cm ) ( cm )

V - 102 25.00 65.00

V - 104 25.00 35.00

3 Verificación de Rigideces

Nivel Elemento

TERCER

C - 2 358,072.92

C - 4 450,000.00

C - 5 260,416.67

Ic

( cm4 )

TERCER C - 7 201,288.96

C - 2 358,072.92

V - 102 572,135.42

V - 104 89,322.92

SEGUNDO

C - 2 358,072.92

C - 4 450,000.00

C - 5 260,416.67

C - 7 201,288.96

C - 2 358,072.92

V - 102 572,135.42

V - 104 89,322.92

TERCER

C - 2 358,072.92

C - 4 450,000.00

C - 5 260,416.67

C - 7 201,288.96

C - 2 358,072.92

V - 102 572,135.42

V - 104 89,322.92

25

25

25

( cm )

15,625.00 25.00 31,250.00

23,437.50 37.50 23,437.50

39,062.50 54,687.50

29.17

d A.d² IParcial Total

( cm )

-4.17 21,701.39 282,118.06358,073

8.33 43,402.78 75,954.86

-8.33 86,805.56 151,909.72358,073

16.67 173,611.11 206,163.19

E.N. 25

A.xc yc A.yc

( cm3 ) ( cm3 )

( cm3 ) ( cm4 )

25

12.5

( cm )

15,625.00 12.50 7,812.50

31,250.00 37.50 46,875.00

46,875.00 54,687.50

29.17

d A.d² IParcial Total

( cm )

-16.67 173,611.11 206,163.19358,073

8.33 86,805.56 151,909.72

0.00 0.00 32,552.08292,969

0.00 0.00 260,416.67

89,323

A.xc yc A.yc

( cm3 ) ( cm3 )

( cm3 ) ( cm4 )

Ic

( cm4 )

L K

315.00 1,137

315.00 930

340.00 263

315.00 1,137

315.00 930

340.00 263

430.00 833

430.00 681

340.00 263

25

25

25

( cm )

15,625.00 25.00 31,250.00

23,437.50 37.50 23,437.50

39,062.50 54,687.50

( cm ) ( cm3 )

A.xc yc A.yc

( cm3 ) ( cm3 )

29.17

d A.d² IParcial Total

( cm )

-4.17 21,701.39 282,118.06358,073

8.33 43,402.78 75,954.86

-8.33 86,805.56 151,909.72358,073

16.67 173,611.11 206,163.19

89,323

L K

340.00 263

290.00 1,235

340.00 263

340.00 1,053

340.00 263

500.00 716

( cm3 ) ( cm4 )

Ic

( cm4 )

( cm ) ( cm3 )

E.N. 25

25

12.5

( cm )

15,625.00 12.50 7,812.50

31,250.00 37.50 46,875.00

46,875.00 54,687.50

29.17

d A.d² IParcial Total

( cm )

-16.67 173,611.11 206,163.19358,073

8.33 86,805.56 151,909.72

0.00 0.00 32,552.08292,969

0.00 0.00 260,416.67

R = 22.5

A.xc yc A.yc

( cm3 ) ( cm3 )

( cm3 ) ( cm4 )

450,000

260,417

201,289

572,135

89,323

L K

315.00 1,137

285.00 1,579

315.00 827

Ic

( cm4 )

Ic

( cm4 )

( cm ) ( cm3 )

315.00 639

315.00 1,137

705.00 812

340.00 263

315.00 1,137

285.00 1,579

315.00 827

315.00 639

315.00 1,137

705.00 812

340.00 263

430.00 833

400.00 1,125

430.00 606

430.00 468

430.00 833

705.00 812

340.00 263

B Ejes "A", "B", "D": "7" - "14"

1 Inercia de columnas

50

C - 1 E.N.

50

y

E.N.

25 25x

Elementob h A

( cm ) ( cm ) ( cm² ) ( cm )

25.00 50.00 1,250.00 12.50

25.00 25.00 625.00 37.50

S 1,875.00

20.83

Eje Elemento

b h A

( cm ) ( cm ) ( cm² )

X - X25.00 50.00 260,416.67 1,250.00

0.00 25.00 0.00 0.00

Y - Y50.00 25.00 65,104.17 1,250.00

25.00 25.00 32,552.08 625.00

50

A2

A1

xc

A1

A2

Xc

Yc

Ic

( cm4 )

A1

A2

A1

A2

C - 2

50

yE.N.

12.525

x

Elementob h A

( cm ) ( cm ) ( cm² ) ( cm )

25.00 25.00 625.00 25.00

50.00 25.00 1,250.00 25.00

S 1,875.00

25.00

b h AEje Elemento

( cm ) ( cm ) ( cm² )

X - X25.00 25.00 32,552.08 625.00

50.00 25.00 65,104.17 1,250.00

Y - Y25.00 25.00 32,552.08 625.00

25.00 50.00 260,416.67 1,250.00

2 Inercia de Vigas

b hElemento

( cm ) ( cm )

V - 102 25.00 65.00

A2

A1

xc

A1

A2

Xc

Yc

Ic

( cm4 )

A1

A2

A1

A2

V - 104 25.00 30.00

C - 4 25.00 60.00

3 Verificación de Rigideces

Nivel Elemento

TERCER

C - 1 358,072.92

C - 2 358,072.92

C - 4 450,000.00

V - 102 572,135.42

V - 104 56,250.00

SEGUNDO

C - 1 358,072.92

C - 2 358,072.92

C - 4 450,000.00

V - 102 572,135.42

V - 104 56,250.00

PRIMER

C - 1 358,072.92

C - 2 358,072.92

C - 4 450,000.00

V - 102 572,135.42

V - 104 56,250.00

Ic

( cm4 )

25

25

25

( cm )

15,625.00 25.00 31,250.00

23,437.50 37.50 23,437.50

39,062.50 54,687.50

29.17

d A.d² IParcial Total

( cm )

-4.17 21,701.39 282,118.06282,118

8.33 0.00 0.00

-8.33 86,805.56 151,909.72358,073

16.67 173,611.11 206,163.19

A.xc yc A.yc

( cm3 ) ( cm3 )

( cm3 ) ( cm4 )

E.N. 25

25

12.5

( cm )

15,625.00 12.50 7,812.50

31,250.00 37.50 46,875.00

46,875.00 54,687.50

29.17

d A.d² IParcial Total

( cm )

-16.67 173,611.11 206,163.19358,073

8.33 86,805.56 151,909.72

0.00 0.00 32,552.08292,969

0.00 0.00 260,416.67

572,135

A.xc yc A.yc

( cm3 ) ( cm3 )

( cm3 ) ( cm4 )

Ic

( cm4 )

56,250

450,000

L K

285.00 1,256

285.00 1,256

285.00 1,579

685.00 835

327.50 172

285.00 1,256

285.00 1,256

285.00 1,579

685.00 835

327.50 172

370.00 968

370.00 968

370.00 1,216

685.00 835

327.50 172

( cm ) ( cm3 )

B Ejes "C": "6"

1 Inercia de columnas

C-1 E.N.

50

y

25x

Elementob h A

( cm ) ( cm ) ( cm² )

25.00 50.00 1,250.00

25.00 25.00 625.00

S 1,875.00

Eje Elemento

b h

( cm ) ( cm )

X - X25.00 50.00 260,416.67

25.00 25.00 32,552.08

Y - Y50.00 25.00 65,104.17

25.00 25.00 32,552.08

A1

A1

A2

Xc

Yc

Ic

( cm4 )

A1

A2

A1

A2

C- 7

b / RElemento

( cm )

C - 4 25.00

C - 5 25.00

C - 7 22.50

2 Inercia de vigas

bElemento

( cm )

V - 106 25.00

V - 104 25.00

3 Verificación de Rigideces

Nivel Elemento

TERCER

C - 1

C - 4

V - 106

C - 7

V - 104

SEGUNDO

C - 1

C - 4

V - 106

C - 7

V - 104

PRIMER

C - 1

C - 4

V - 106

C - 7

V - 104

50

25

25

E.N.25

( cm ) ( cm )

12.50 15,625.00 25.00 31,250.00

37.50 23,437.50 37.50 23,437.50

39,062.50 54,687.50

20.83

29.17

A d A.d² IParcial Total

( cm² ) ( cm )

1,250.00 -4.17 21,701.39 282,118.06358,073

625.00 8.33 43,402.78 75,954.86

1,250.00 -8.33 86,805.56 151,909.72358,073

625.00 16.67 173,611.11 206,163.19

A2

xc A.xc yc A.yc

( cm3 ) ( cm3 )

( cm3 ) ( cm4 )

R = 22.5

h

( cm )

60.00 450,000

50.00 260,417

201,289

h

( cm )

30.00 56,250

35.00 89,323

L K

Ic

( cm4 )

Ic

( cm4 )

Ic

( cm4 ) ( cm ) ( cm3 )

358,072.92 315.00 1,137

450,000.00 285.00 1,579

56,250.00 330.00 170

201,288.96 315.00 639

89,322.92 357.80 250

358,072.92 315.00 1,137

450,000.00 285.00 1,579

56,250.00 330.00 170

201,288.96 315.00 639

89,322.92 357.80 250

358,072.92 315.00 1,137

450,000.00 285.00 1,579

56,250.00 330.00 170

201,288.96 315.00 639

89,322.92 357.80 250

B Ejes "J,N": "7,17"

1 Inercia de columnas

50

C-1 E.N.

50

y

E.N.25

25x

Elementob h A

( cm ) ( cm ) ( cm² ) ( cm )

25.00 50.00 1,250.00 12.50

25.00 25.00 625.00 37.50

S 1,875.00

20.83

Eje Elemento

b h A

( cm ) ( cm ) ( cm² )

X - X25.00 50.00 260,416.67 1,250.00

25.00 25.00 32,552.08 625.00

Y - Y50.00 25.00 65,104.17 1,250.00

25.00 25.00 32,552.08 625.00

A2

A1

xc

A1

A2

Xc

Yc

Ic

( cm4 )

A1

A2

A1

A2

C- 7

b / R hElemento

( cm ) ( cm )

C - 6 25.00 75.00

C - 7 22.50

C-9 92.5

25

Y

x

Elementob h A

( cm ) ( cm ) ( cm² ) ( cm )

25.00 92.50 2,312.50 46.25

35.00 25.00 875.00 105.00

S 3,187.50

62.38

Eje Elemento

b h A

( cm ) ( cm ) ( cm² )

X - X25.00 92.50 1,648,860.68 2,312.50

35.00 25.00 45,572.92 875.00

Y - Y92.50 25.00 120,442.71 2,312.50

25.00 35.00 89,322.92 875.00

2 Inercia de vigas

b hElemento

( cm ) ( cm )

V - 109 25.00 30.00

V - 105 25.00 45.00

3 Verificación de Rigideces

Nivel Elemento

TERCER

C - 1 358,072.92

xc

A1

A2

Xc

Yc

Ic

( cm4 )

A1

A2

A1

A2

Ic

( cm4 )

TERCER

C - 6 878,906.25

V - 109 56,250.00

C - 1 358,072.92

C - 7 201,288.96

V - 105 189,843.75

C-9 1,710,303.69

SEGUNDO

C - 1 358,072.92

C - 6 878,906.25

V - 109 56,250.00

C - 1 358,072.92

C - 7 201,288.96

V - 105 189,843.75

C-9 1,710,303.69

PRIMER

C - 1 358,072.92

C - 6 878,906.25

V - 109 56,250.00

C - 1 358,072.92

C - 7 201,288.96

V - 105 189,843.75

C-9 1,710,303.69

25

25

25

( cm )

15,625.00 25.00 31,250.00

23,437.50 37.50 23,437.50

39,062.50 54,687.50

29.17

d A.d² IParcial Total

( cm )

-4.17 21,701.39 282,118.06358,073

8.33 43,402.78 75,954.86

-8.33 86,805.56 151,909.72358,073

16.67 173,611.11 206,163.19

A.xc yc A.yc

( cm3 ) ( cm3 )

( cm3 ) ( cm4 )

R = 22.5

878,906

201,289

25

10 35

117.5

Ic

( cm4 )

A2

A1

( cm )

106,953.13 12.50 28,906.25

91,875.00 17.50 15,312.50

198,828.13 44,218.75

13.87

d A.d² IParcial Total

( cm )

-1.37 4,356.50 1,653,217.171,710,304

3.63 11,513.60 57,086.52

-16.13 601,468.94 721,911.642,400,831

42.62 1,589,596.47 1,678,919.39

56,250

189,844

L K

320.00 1,119

A.xc yc A.yc

( cm3 ) ( cm3 )

( cm3 ) ( cm4 )

Ic

( cm4 )

( cm ) ( cm3 )

320.00 2,747

315.00 179

315.00 1,137

310.00 649

465.00 408

310.00 5,517

320.00 1,119

320.00 2,747

315.00 179

315.00 1,137

310.00 649

465.00 408

310.00 5,517

360.00 995

360.00 2,441

315.00 179

350.00 1,023

350.00 575

465.00 408350.00 4,887

A Eje "B": "17", "20"

1 Inercia de columnas

50

C-1 E.N.

50

y

E.N.

25 25x

Elementob h A

( cm ) ( cm ) ( cm² ) ( cm )

25.00 50.00 1,250.00 12.50

25.00 25.00 625.00 37.50

S 1,875.00

20.83

Eje Elemento

b h A

( cm ) ( cm ) ( cm² )

X - X25.00 50.00 260,416.67 1,250.00

0.00 25.00 0.00 0.00

Y - Y50.00 25.00 65,104.17 1,250.00

25.00 25.00 32,552.08 625.00

50

A2

A1

xc

A1

A2

Xc

Yc

Ic

( cm4 )

A1

A2

A1

A2

A2

C-2

50

yE.N.

12.525

x

Elementob h A

( cm ) ( cm ) ( cm² ) ( cm )

25.00 25.00 625.00 25.00

50.00 25.00 1,250.00 25.00

S 1,875.00

25.00

b h AEje Elemento

( cm ) ( cm ) ( cm² )

X - X25.00 25.00 32,552.08 625.00

50.00 25.00 65,104.17 1,250.00

Y - Y25.00 25.00 32,552.08 625.00

25.00 50.00 260,416.67 1,250.00

2 Inercia de Vigas

b hElemento

( cm ) ( cm )

V - 104 25.00 35.00

3 Verificación de Rigideces

A1

xc

A1

A2

Xc

Yc

Ic

( cm4 )

A1

A2

A1

A2

Nivel Elemento

TERCER

C-1 282,118.06

C-2 292,968.75

V - 104 89,322.92

SEGUNDO

C-1 282,118.06

C-2 292,968.75

V - 104 89,322.92

PRIMER

C-1 282,118.06

C-2 292,968.75

V - 104 89,322.92

B Ejes "C": "15"

1 Inercia de columnas

50

C-10 E.N.

50

y

E.N.25

25x

Elementob h A

( cm ) ( cm ) ( cm² ) ( cm )

25.00 50.00 1,250.00 12.50

25.00 25.00 625.00 37.50

Ic

( cm4 )

A2

A1

xc

A1

A2

S 1,875.00

20.83

Eje Elemento

b h A

( cm ) ( cm ) ( cm² )

X - X25.00 50.00 260,416.67 1,250.00

25.00 25.00 32,552.08 625.00

Y - Y50.00 25.00 65,104.17 1,250.00

25.00 25.00 32,552.08 625.00

2 Inercia de Vigas

b hElemento

( cm ) ( cm )

V - 103 25.00 30.00

3 Verificación de Rigideces

Nivel Elemento

TERCERV - 103 56,250.00

C - Incl 358,072.92

SEGUNDOV - 103 56,250.00

C - Incl 358,072.92

PRIMERV - 103 56,250.00

C - Incl 358,072.92

B Eje "D", "F": "20", "17", "15"

C Eje "I": "19", "18", "17", "15"

Xc

Yc

Ic

( cm4 )

A1

A2

A1

A2

Ic

( cm4 )

1 Inercia de columnas

50

C-2

50

yE.N.

12.525

x

Elementob h A

( cm ) ( cm ) ( cm² ) ( cm )

25.00 25.00 625.00 25.00

50.00 25.00 1,250.00 25.00

S 1,875.00

25.00

Eje Elemento b h A

( cm ) ( cm ) ( cm² )

X - X25.00 25.00 32,552.08 625.00

50.00 25.00 65,104.17 1,250.00

Y - Y25.00 25.00 32,552.08 625.00

25.00 50.00 260,416.67 1,250.00

A2

A1

xc

A1

A2

Xc

Yc

Ic

( cm4 )

A1

A2

A1

A2

C- 7

b / R hElemento

( cm ) ( cm )

C - 4 25.00 60.00C - 5 25.00 50.00C - 7 22.50

2 Inercia de vigas

b hElemento

( cm ) ( cm )

V - 102 25.00 65.00V - 104 25.00 35.00

3 Verificación de Rigideces

Nivel Elemento

TERCER

C - 2 358,072.92

C - 4 450,000.00

C - 5 260,416.67

C - 7 201,288.96

C - 2 358,072.92

V - 102 572,135.42

V - 104 89,322.92

Ic

( cm4 )

SEGUNDO

C - 2 358,072.92

C - 4 450,000.00

C - 5 260,416.67

C - 7 201,288.96

C - 2 358,072.92

V - 102 572,135.42

V - 104 89,322.92

TERCER

C - 2 358,072.92C - 4 450,000.00C - 5 260,416.67C - 7 201,288.96C - 2 358,072.92

V - 102 572,135.42V - 104 89,322.92

25

25

25

( cm )

15,625.00 25.00 31,250.00

23,437.50 37.50 23,437.50

39,062.50 54,687.50

29.17

d A.d² IParcial Total

( cm )

-4.17 21,701.39 282,118.06282,118

8.33 0.00 0.00

-8.33 86,805.56 151,909.72358,073

16.67 173,611.11 206,163.19

E.N. 25

A.xc yc A.yc

( cm3 ) ( cm3 )

( cm3 ) ( cm4 )

25

12.5

( cm )

15,625.00 12.50 7,812.50

31,250.00 37.50 46,875.00

46,875.00 54,687.50

29.17

d A.d² IParcial Total

( cm )

-16.67 173,611.11 206,163.19358,073

8.33 86,805.56 151,909.72

0.00 0.00 32,552.08292,969

0.00 0.00 260,416.67

89,323

A.xc yc A.yc

( cm3 ) ( cm3 )

( cm3 ) ( cm4 )

Ic

( cm4 )

L K

315.00 896

315.00 930

340.00 263

315.00 896

315.00 930

340.00 263

430.00 656

430.00 681

340.00 263

25

25

25

( cm )

15,625.00 25.00 31,250.00

23,437.50 37.50 23,437.50

( cm ) ( cm3 )

A.xc yc A.yc

( cm3 ) ( cm3 )

39,062.50 54,687.50

29.17

d A.d² IParcial Total

( cm )

-4.17 21,701.39 282,118.06358,073

8.33 43,402.78 75,954.86

-8.33 86,805.56 151,909.72358,073

16.67 173,611.11 206,163.19

56,250

L K

340.00 165

345.00 1,038

340.00 165

345.00 1,038

340.00 165

480.00 746

( cm3 ) ( cm4 )

Ic

( cm4 )

( cm ) ( cm3 )

E.N. 25

25

12.5

( cm )

15,625.00 12.50 7,812.50

31,250.00 37.50 46,875.00

46,875.00 54,687.50

29.17

d A.d² IParcial Total

( cm )

-16.67 173,611.11 206,163.19358,073

8.33 86,805.56 151,909.72

0.00 0.00 32,552.08292,969

0.00 0.00 260,416.67

R = 22.5

A.xc yc A.yc

( cm3 ) ( cm3 )

( cm3 ) ( cm4 )

450,000260,417201,289

572,13589,323

L K

315.00 1,137

285.00 1,579

315.00 827

315.00 639

315.00 1,137

705.00 812

340.00 263

Ic

( cm4 )

Ic

( cm4 )

( cm ) ( cm3 )

315.00 1,137

285.00 1,579

315.00 827

315.00 639

315.00 1,137

705.00 812

340.00 263

430.00 833400.00 1,125430.00 606430.00 468430.00 833705.00 812340.00 263

A Eje "B": "17", "20"

1 Inercia de columnas

50

C-1 E.N.

50

y

E.N.

25 25x

Elementob h A

( cm ) ( cm ) ( cm² ) ( cm )

11.95 11.95 142.80 5.98

4.20 8.05 33.81 14.0511.95 11.95 142.80 22.12

S 319.41

14.05

Eje Elemento

b h A

( cm ) ( cm ) ( cm² )

X - X25.00 50.00 260,416.67 1,250.00

0.00 25.00 0.00 0.00

A2

A1

xc

A1

A2

Xc

Yc

Ic

( cm4 )

A1

A2

Y - Y50.00 25.00 65,104.17 1,250.00

25.00 25.00 32,552.08 625.00

50

C-2

50

yE.N.

12.525

x

Elementob h A

( cm ) ( cm ) ( cm² ) ( cm )

25.00 25.00 625.00 25.00

50.00 25.00 1,250.00 25.00

S 1,875.00

25.00

b h AEje Elemento

( cm ) ( cm ) ( cm² )

X - X25.00 25.00 32,552.08 625.00

50.00 25.00 65,104.17 1,250.00

Y - Y25.00 25.00 32,552.08 625.00

25.00 50.00 260,416.67 1,250.00

2 Inercia de Vigas

b hElemento

A1

A2

A2

A1

xc

A1

A2

Xc

Yc

Ic

( cm4 )

A1

A2

A1

A2

( cm ) ( cm )

V - 104 25.00 35.00

3 Verificación de Rigideces

Nivel Elemento

TERCER

C-1 260,469.92

C-2 292,968.75

V - 104 89,322.92

SEGUNDO

C-1 260,469.92

C-2 292,968.75

V - 104 89,322.92

PRIMER

C-1 260,469.92

C-2 292,968.75

V - 104 89,322.92

B Ejes "C": "15"

1 Inercia de columnas

50

C-10 E.N.

50

y

E.N.25

25

Ic

( cm4 )

A2

A1

x

Elementob h A

( cm ) ( cm ) ( cm² ) ( cm )

25.00 50.00 1,250.00 12.50

25.00 25.00 625.00 37.50

S 1,875.00

20.83

Eje Elemento

b h A

( cm ) ( cm ) ( cm² )

X - X25.00 50.00 260,416.67 1,250.00

25.00 25.00 32,552.08 625.00

Y - Y50.00 25.00 65,104.17 1,250.00

25.00 25.00 32,552.08 625.00

2 Inercia de Vigas

b hElemento

( cm ) ( cm )

V - 103 25.00 30.00

3 Verificación de Rigideces

Nivel Elemento

TERCERV - 103 56,250.00

C - Incl 358,072.92

SEGUNDOV - 103 56,250.00

xc

A1

A2

Xc

Yc

Ic

( cm4 )

A1

A2

A1

A2

Ic

( cm4 )

SEGUNDOC - Incl 358,072.92

PRIMERV - 103 56,250.00

C - Incl 358,072.92

B Eje "D", "F": "20", "17", "15"

C Eje "I": "19", "18", "17", "15"

1 Inercia de columnas

50

C-2

50

yE.N.

12.525

x

Elementob h A

( cm ) ( cm ) ( cm² ) ( cm )

25.00 25.00 625.00 25.00

50.00 25.00 1,250.00 25.00

S 1,875.00

25.00

Eje Elemento b h A

( cm ) ( cm ) ( cm² )

X - X25.00 25.00 32,552.08 625.00

50.00 25.00 65,104.17 1,250.00

Y - Y25.00 25.00 32,552.08 625.00

A2

A1

xc

A1

A2

Xc

Yc

Ic

( cm4 )

A1

A2

A1

Y - Y25.00 50.00 260,416.67 1,250.00

C- 7

b / R hElemento

( cm ) ( cm )

C - 4 25.00 60.00C - 5 25.00 50.00C - 7 22.50

2 Inercia de vigas

b hElemento

( cm ) ( cm )

V - 102 25.00 65.00V - 104 25.00 35.00

3 Verificación de Rigideces

Nivel Elemento

A2

Ic

( cm4 )

TERCER

C - 2 358,072.92

C - 4 450,000.00

C - 5 260,416.67

C - 7 201,288.96

C - 2 358,072.92

V - 102 572,135.42

V - 104 89,322.92

SEGUNDO

C - 2 358,072.92

C - 4 450,000.00

C - 5 260,416.67

C - 7 201,288.96

C - 2 358,072.92

V - 102 572,135.42

V - 104 89,322.92

TERCER

C - 2 358,072.92C - 4 450,000.00C - 5 260,416.67C - 7 201,288.96C - 2 358,072.92

V - 102 572,135.42V - 104 89,322.92

11.95

25

11.95

25

25

( cm )

853.24 5.98 853.24

475.03 4.03 136.093,159.51 5.98 853.24

4,487.78 1,842.58

5.77

d A.d² IParcial Total

( cm )

0.21 53.25 260,469.92260,470

-1.74 0.00 0.00

A.xc yc A.yc

( cm3 ) ( cm3 )

( cm3 ) ( cm4 )

-8.08 81,507.03 146,611.20179,163

0.00 0.00 32,552.08

E.N. 25

25

12.5

( cm )

15,625.00 12.50 7,812.50

31,250.00 37.50 46,875.00

46,875.00 54,687.50

29.17

d A.d² IParcial Total

( cm )

-16.67 173,611.11 206,163.19358,073

8.33 86,805.56 151,909.72

0.00 0.00 32,552.08292,969

0.00 0.00 260,416.67

A.xc yc A.yc

( cm3 ) ( cm3 )

( cm3 ) ( cm4 )

Ic

89,323

L K

315.00 827

315.00 930

340.00 263

315.00 827

315.00 930

340.00 263

430.00 606

430.00 681

340.00 263

25

25

25

( cm4 )

( cm ) ( cm3 )

( cm )

15,625.00 25.00 31,250.00

23,437.50 37.50 23,437.50

39,062.50 54,687.50

29.17

d A.d² IParcial Total

( cm )

-4.17 21,701.39 282,118.06358,073

8.33 43,402.78 75,954.86

-8.33 86,805.56 151,909.72358,073

16.67 173,611.11 206,163.19

56,250

L K

340.00 165

345.00 1,038

340.00 165

A.xc yc A.yc

( cm3 ) ( cm3 )

( cm3 ) ( cm4 )

Ic

( cm4 )

( cm ) ( cm3 )

345.00 1,038

340.00 165

480.00 746

E.N. 25

25

12.5

( cm )

15,625.00 12.50 7,812.50

31,250.00 37.50 46,875.00

46,875.00 54,687.50

29.17

d A.d² IParcial Total

( cm )

-16.67 173,611.11 206,163.19358,073

8.33 86,805.56 151,909.72

0.00 0.00 32,552.08292,969

A.xc yc A.yc

( cm3 ) ( cm3 )

( cm3 ) ( cm4 )

0.00 0.00 260,416.67292,969

R = 22.5

450,000260,417201,289

572,13589,323

L K

Ic

( cm4 )

Ic

( cm4 )

( cm ) ( cm3 )

315.00 1,137

285.00 1,579

315.00 827

315.00 639

315.00 1,137

705.00 812

340.00 263

315.00 1,137

285.00 1,579

315.00 827

315.00 639

315.00 1,137

705.00 812

340.00 263

430.00 833400.00 1,125430.00 606430.00 468430.00 833705.00 812340.00 263

11.95

4.2

8.05

11.95