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. re ens ens onam en o e e co umnas: 8,28
8,28
0 2 , 6
Longitudes: L1 = 4.14 A1 = 3.1
Area tributaria: AT- 01 AT- 02
= =
12.834 25.668
P. aligerado P. tabiqueria P. Acabados P. Vigas P. columna P. cobertura
= = = = = =
600 630 100 576 60 100
kg m kg m kg m kg m kg/m kg m
carga viva =
300 kg m
total carga muerta = total carga viva = sumatoria total =
2066 kg m 300 kg m 23 66
Columna C1: VALORES CORESPONDIENTES A LA COLUMNA C1 = 3 = 12.834 m2 = 2366 kg m2 = 91095.7 = g cm
Número de P. Area tributaria Peso x cda piso P. total f'c
La fromula: bxD
=
D2 = D=
px P nxf'c 963.98 31.05
Columna C2: VALORES CORESPONDIENTES A LA COLUMNA C1 = 3 = 25.668 m2 = 2366 kg m2 = 182191 = 210 210 g cm2 cm2
Número de P. Area tributaria Peso x cda piso P. total f'c
La fromula: bxD D2
=
px P nxf'c 1927 95
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TABLA DE CARGAS UNITARIAS δ δ
del concreto del a ua
Aligerado (t=25) Acabados (e=5)
2400x0.25 20x5
Sobrecarga: Aulas y Laboratorios Cobertura (techo)
= =
2400 kg m3 1000 kg m3
= =
350 kg m2 100 kg m2
= =
300 kg m2 100 kg m2
Columnas
2400x0.30x0.60 2400x0.15x0.15
= =
432 kg m 54 kg m
Vigas
2400x0.30x0.60 2400x0.15x0.1
= =
432 kg m 36 kg/m
Albañileria (pandereta)
14x15
=
210 kg m2
Tabiques
h=2.65 h=1.9 h=1.1
210x2.65 210x1.8 210x1.1
= = =
Esca era PABELLON "A" Metrado de losa aligerada: Primer Nivel: Tramo 1-2: Carga Muerta:
P. propio P. acabados
= 600x0.40 = 100x0.40
= =
240 kg m 40 kg m 280 kg m
total carga muerta = Carga viva:
s/c
= 300x0.40
=
120 kg m CV= 120 kg/m CM= 280 kg/m
6,20 Tramo 2-3: Carga Muerta:
556.5 kg m 378 kg m 231 kg m
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CV= 120 kg/m CM= 280 kg/m
6,20 Metrado de Vigas: 1
2
8,25
0,3
a
VIGA PRINCIPAL
V
V A
A
V
IG
IG S E
IG A S E
U N
S E
a ul ul a 2
aula 1 C
3 , 5
C U N
D
C U N
D
D
A
A R
A R
IA
b
0,3
VIGA PRINCIPAL
6 , 0
2 , 6
3
8,25
0,3
R IA
6 , 0
IA
VI G A PR I N C I P AL
VI G A P R I N C I P AL
pasadizo
5 4 , 2
0,3
3,8
4,15
0,3
7,95
0,3
16,5
Tramo 1(A-B): Carga Muerta:
P. propio P. Aligerado P. Acabados P. Tabiqueria
= = = 600x3.99 = = 100(3.99+0.15) = = 210x3 = Total carga muerta =
432 2394 414 630 3870
kg m kg m kg/m kg m kg m
= 300(3.99+0.15)
1242 kg m
Carga viva:
s/c
=
CV= 1242 kg/m CM= 3870 kg/m
6,20
Tramo 2(A-B): Carga Muerta:
P. propio = P. Aligerado 600x7.98
=
432 kg m 4788 kg
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CV= 2484 kg/m CM= 6678 kg/m
6,20
Tramo 3(A-B): Carga Muerta:
P. propio P. Aligerado P. Acabados P. Tabiqueria
= = = 600x3.99 = = 100(3.99+0.15) = = 210x3 = Total carga muerta =
432 2394 414 630 3870
kg kg kg kg kg
m m m m m
= 300(3.99+0.15)
1242 kg m
Carga viva:
s/c
=
CV= 1242 kg/m CM= 3870 kg/m
6,20
Tramo 1-2: Carga Muerta:
P. propio P. Aligerado P. Acabados P. Tabiqueria
= = = 600x1.00 = = 100(1.00+0.15) = = 210x3 = Total carga muerta =
432 600 115 630 1777
kg kg kg kg kg
m m m m m
Carga viva:
s/c
= 300(1.00+0.15)
=
345 kg m CV=345 kg/m CM= 1777 kg/m
8,25 Tramo 2-3: Carga Muerta:
P. propio
432 kg
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CV=345 kg/m CM= 1777 kg/m
8,25 Metrado de Columnas: 4,28
8,25
1
2
8,25
0,3
a
4,28
3
8,25
0,3
3 , 0
V
0,3
V
C3
C2
C1 5 2 , 3
b
2 , 6
9 , 5
V
a ul a 1
V
aul a 2
V
5 2 , 3
7 , 5
C4 c
C6
C5
3 , 0
V
V
pasadizo
5 4 , 2
0,3
3,8
4,15
0,3
7,95
16,5
Columna C1 Carga Muerta:
Nivel 1,2
Elemento Aligerado P. Acabados P. Viga A P. Viga 1 P. Tabique A P. Tabique 1 P. propio
Carga Unitaria 300 100 432 432 231 556.5 432 T t l
Area o Longitud (trib.) P (kg) 3.95 3.95 x 3495.75 3495.75 kg 2.95 4.1 x 3.1 1271.00 kg 3.95 1706.40 kg 2.65 1144.80 1144.80 kg 3.95 912.45 kg 2.65 1474.73 1474.73 kg 3 1296.00 kg t 11301 13 kg
0,3
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Columna C2 Carga Muerta:
Nivel 1,2
Elemento Aligerado P. Acabados P. Viga A P. Viga 2 P. Tabique A P. Tabique 2 P. propio
Carg Carga a Unit Unitar aria ia Area Area o Long Longit itud ud (tri (trib. b.)) P (kg) 300 2.95 8.25 8.25 x 7301.25 7301.25 kg 8.25 x 3.1 2557.50 kg 100 7.95 3434.40 kg 432 432 2.65 1144.80 1144.80 kg 231 2.35 542.85 kg 2.65 556.5 1474.73 1474.73 kg 432 3 1296.00 kg Total carga muerta = 17751.53 kg m
Carga viva:
s/c
350
8.25 x
3.1
8951.25 kg
Columna C3 Carga Muerta:
Nivel 1,2
Elemento Aligerado P. Acabados P. Viga A P. Viga 3 P. Tabique A P. Tabique 3 P. propio
Carg Carga a Unit Unitar aria ia Area Area o Long Longit itud ud (tri (trib. b.)) P (kg) 3.95 3.95 x 3495.75 3495.75 300 2.95 4.1 x 3.1 1271.00 100 432 3.95 1706.40 432 2.65 1144.80 1144.80 231 3.95 912.45 2.65 556.5 1474.73 1474.73 3 1296.00 432 Total carga muerta = 11301.13 kg/m
kg kg kg kg kg kg kg
Carga viva:
s/c
350
4.1 x
3.1
4448.50 kg
Area Area o Long Longit itud ud (tri (trib. b.)) 2.95 3.95 3.95
P (kg) 3495.75 3495.75 kg
Columna C4 Carga Muerta:
Nivel 1,2
Elemento Ali d
Carg Carga a Unit Unitar aria ia 300
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Columna C5 Carga Muerta:
Nivel 1,2
Elemento Aligerado P. Acabados P. Viga C P. Viga 2 P. Tabique C P. Tabique 2 P. propio
Carg Carga a Unit Unitar aria ia Area Area o Long Longit itud ud (tri (trib. b.)) P (kg) 300 5.25 7.95 7.95 x 12521.25 kg 8.1 x 5.4 4374.00 kg 100 7.95 3434.40 kg 432 432 5. 4 2332.80 2332.80 kg 378 5.8 2192.40 kg 2.65 556.5 1474.73 1474.73 kg 432 3 1296.00 kg Total carga muerta = 27625.58 kg m
Carga viva:
s/c
350 100
8.25 x 8.25 X Total carga viva =
3.1 2.3
8951.25 kg 1897.50 kg 10848.75 kg
Columna 6 Carga Muerta:
Nivel 1,2
Elemento Aligerado P. Acabados P. Viga C P. Viga 3 P. Tabique C P. Tabique 3 P. propio
Carg Carga a Unit Unitar aria ia Area Area o Long Longit itud ud (tri (trib. b.)) P (kg) 300 5.25 3.98 3.98 x 6268.5 kg 100 4.13 x 5.4 2230.20 kg 432 3.98 1719.36 kg 432 5. 4 2332.80 2332.80 kg 378 3.83 1447.74 kg 2.65 556.5 1474.73 1474.73 kg 432 3 1296.00 kg Total carga muerta = 16769.33 kg m
Carga viva:
s/c
Columna C1
350 100
4.13 x 4.13 X Total carga viva =
3.1 2.3
4481.05 kg 949.90 kg 5430.95 5430.95 kg
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Columna C3 Carga Muerta:
Nivel 3
Elemento Cobertura P. Viga A P. Viga 3 P. propio
Carg Carga a Unit Unitar aria ia Area Area o Long Longit itud ud (tri (trib. b.)) P (kg) 100 3.25 4.25 4.25 x 1381.25 1381.25 kg 3.95 1706.40 kg 432 1144.80 1144.80 kg 432 2.65 432 3 1296.00 kg Total carga muerta = 5528.45 kg m
Columna C4 Carga Muerta:
Nivel 3
Elemento Cobertura P. Viga C P. Viga 1 P. propio
Carg Carga a Unit Unitar aria ia Area Area o Long Longit itud ud (tri (trib. b.)) P (kg) 100 3.25 4.25 4.25 x 1381.25 1381.25 kg 432 3.95 1706.40 kg 1144.80 1144.80 kg 432 2.65 432 3 1296.00 kg Total carga muerta = 5528.45 kg m
Columna C5 Carga Muerta:
Nivel 3
Elemento Cobertura P. Viga C P. Viga 2 P. propio
Carg Carga a Unit Unitar aria ia Area Area o Long Longit itud ud (tri (trib. b.)) P (kg) 300 5.7 8.25 8.25 x 14107.5 14107.5 kg 8.25 3564.00 kg 432 432 5. 4 2332.80 2332.80 kg 432 3 1296.00 kg Total carga muerta = 21300.30 kg m
Columna 6 Carga Muerta:
Nivel 3
Elemento Cobertura P. Viga C P Vi 3
Carg Carga a Unit Unitar aria ia 300 432 432
Area Area o Long Longit itud ud (tri (trib. b.)) 5.4 4.28 4.28 x 4.28 54
P (kg) 6933.6 kg 1848.96 kg 2332.80 2332.80 kg
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