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