Page 1
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
Page 2
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
Page 3
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
Page 4
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 )
Page 5
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
Page 6
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 )
Page 7
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
Page 8
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 )
Page 9
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 )
Page 10
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 )
Page 11
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 )
Page 12
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 )
Page 13
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 )
Page 14
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
Page 15
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
Page 16
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
Page 17
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 )
Page 18
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 )
Page 19
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 )
Page 20
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 )
Page 21
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
Page 22
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
Page 23
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
Page 24
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 )
Page 25
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 )
Page 26
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
Page 27
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
Page 28
C- 7
b / R hElemento
( cm ) ( cm )
C - 6 25.00 75.00
C - 7 22.50
C-9 92.5
25
Y
x
Page 29
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 )
Page 30
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
Page 31
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 )
Page 32
R = 22.5
878,906
201,289
25
10 35
117.5
Ic
( cm4 )
A2
A1
Page 33
( 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 )
Page 34
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
Page 35
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
Page 36
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
Page 37
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
Page 38
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 )
Page 39
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
Page 40
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 )
Page 41
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
Page 42
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 )
Page 43
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 )
Page 44
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 )
Page 45
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 )
Page 46
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 )
Page 47
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 )
Page 48
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
Page 49
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
Page 50
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
Page 51
( 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
Page 52
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 )
Page 53
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
Page 54
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 )
Page 55
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
Page 56
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 )
Page 57
-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
Page 58
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 )
Page 59
( 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 )
Page 60
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 )
Page 61
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 )
Page 62
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