DISEO DE ESTRUCUTRAS DE CONCRETO REFORZADOANALISIS DE
CARGASAZOTEALosa (2400 kg/m3)(0.12 m)288 kg/m2
Plafn (2000 kg/m3)(0.01 m)20 kg/m2
Entortado (2000 kg/m3)(0.05 m)100 kg/m2
Carga Muerta408 kg/m2
Carga Viva100 kg/m2
ENTREPISO (NIVEL 2)Losa (2400 kg/m3)(0.12 m)288 kg/m2
Plafn (2000 kg/m3)(0.02 m)20 kg/m2
Mortero (2000 kg/m3)(0.02 m)40 kg/m2
Mosaico55kg/m2
Carga Muerta403 kg/m2
Carga Viva250 kg/m2
ENTREPISO (NIVEL 1)Losa (2400 kg/m3)(0.12 m)288 kg/m2
Plafn (2000 kg/m3)(0.02 m)20 kg/m2
Mortero (2000 kg/m3)(0.02 m)40 kg/m2
Mosaico55 kg/m2
Carga Muerta403 kg/m2
Carga Viva250 kg/m2
ANALISIS DE CARGAS EN EL MARCO 1 Y 3. CARGAS MUERTAS.AZOTEALosa
(408 kg/m2)(Area Tributaria 12 m2)/(Largo 7 m)699.42 kg/m
Viga (2400 kg/m3)(h .65 m)( b .40 m)624 kg/m
Carga Muerta1323.42 kg/m
ENTREPISO (NIVEL 2) Losa (403 kg/m2)(12 m2)/(7 m)690.86 kg/m
Viga (2400 kg/m3)(.65 m)(.40 m)624 kg/m
Cristal (2600 kg/m3)(0.009 m)(3.5 m)81.9 kg/m
Carga Muerta1396.76 kg/m
ENTREPISO (NIVEL 1) Losa (402 kg/m2)(12 m2)/(7 m)690.86 kg/m
Viga (2400 kg/m3)(.65 m)(.40 m)624 kg/m
Cristal (2600 kg/m3)(0.009 m)(3.5 m)81.9 kg/m
Carga Muerta1396.76 kg/m
CARGAS VIVASAzoteaCarga Viva (100 kg/m2)(12 m2)/(7 m)171.42
kg/m
Entrepisos (NIVEL 2)Carga Viva (250 kg/m2)(12 m2)/(7 m)428.57
kg/m2
Entrepisos (NIVEL1)Carga Viva (250 kg/m2)(12 m2)/(7 m)428.57
kg/m2
METODO DE KANI PARA MARCO 1 Y 3 CMInercia Columnasr4/4 (20
cm)4/4125664 cm
Inercia Vigasbh3/12(40 cm)(65 cm)3/12915416.7 cm
Rigideces ColumnasI/l1256.64 cm4/350 cm359.04 cm3
Rigideces VigasI/l915416.7 cm4/700 cm1307.74 cm3
KANI CM
MOMENTOS DADOS POR EL KANI CM
DIAGRAMAS DE CORTANTES CMV Isosttico + - V
Hiperesttico(1.323)(7/2)-(-1.49+7.36)/7=3.79(1.323)(7/2)+(-0.92+5.10)/7=5.47
V Isosttico + - V
Hiperesttico(1.396)(7/2)-(-2.67+7.22)/7=4.24(1.396)(7/2)+(1.68+5.05)/7=5.54
V Isosttico + - V
Hiperesttico(1.396)(7/2)-(-2.29+7.41)/7=4.16(1.396)(7/2)+(-2.29+7.41)/7=5.62
DIAGRAMAS DE MOMENTO CM
KANI CV
MOMENTOS DADOS POR KANI
DIAGRAMAS DE CORTANTE CVV Isosttico + - V
Hiperesttico(.171)(7/2)-(-0.26+0.92)/7=0.50(1.323)(7/2)+(-0.26+0.92)/7=0.69
V Isosttico + - V
Hiperesttico(.428)(7/2)-(-0.75+2.25)/7=1.28(1.396)(7/2)+(-0.75+2.25)/7=1.71
V Isosttico + - V
Hiperesttico(1.396)(7/2)-(-0.71+2.27)/7=1.28(1.396)(7/2)+(-0.71+2.27)/7=1.72
DIAGRAMA DE MOMENTO CV
ANALISIS DE CARGAS EN EL MARCO 2. CARGAS MUERTAS.AZOTEALosa (408
kg/m2)(24 m2)/(7 m)1398.86 kg/m
Viga (2400 kg/m3)(.65 m)(.40 m)624 kg/m
Carga Muerta2022.86 kg/m
ENTREPISO (NIVEL 2) Losa (402 kg/m2)(24 m2)/(7 m)1378.29
kg/m
Viga (2400 kg/m3)(.65 m)(.40 m)624 kg/m
Cristal (2600 kg/m3)(0.009 m)(3.5 m)81.9 kg/m
Carga Muerta2084.19 kg/m
ENTREPISO (NIVEL 1) Losa (402 kg/m2)(24 m2)/(7 m)1378.29
kg/m
Viga (2400 kg/m3)(.65 m)(.40 m)624 kg/m
Cristal (2600 kg/m3)(0.009 m)(3.5 m)81.9 kg/m
Carga Muerta2084.19 kg/m
CARGAS VIVASAzoteaCarga Viva (100 kg/m2)(24 m2)/(7 m)342.86
kg/m
Entrepisos (NIVEL 2)Carga Viva (250 kg/m2)(24 m2)/(7 m)857.14
kg/m2
Entrepisos (NIVEL1)Carga Viva (250 kg/m2)(24 m2)/(7 m)857.14
kg/m2
METODO DE KANI MARCO 2Inercia Columnasr4/4 (20 cm)4/4125664
cm
Inercia Vigasbh3/12(40 cm)(65 cm)3/12915416.7 cm
Rigideces ColumnasI/l125664 cm4/350 cm359.04 cm3
Rigideces VigasI/l915416.7 cm4/700 cm1307.74 cm3
KANI CM MARCO 2
MOMENTOS DADOS POR EL KANI
DIAGRAMA DE CORTANTE CM MARCO 2V Isosttico + - V
Hiperesttico(2.022)(7/2)-(-2.27+11.25)/7=5.79(2.022)(7/2)+(-
2.27+11.25)/7=8.36
V Isosttico + - V
Hiperesttico(2.087)(7/2)-(-4.00+10.78)/7=6.34(2.087)(7/2)+(-
4.00+10.78)/7=8.27
V Isosttico + - V
Hiperesttico(1.396)(7/2)-(-3.42+11.07)/7=6.21(1.396)(7/2)+(-
3.42+11.07)/7=8.40
DIAGRAMA DE MOMENTO CM
KANI MARCO 2 CV
MOMENTOS DADOS POR EL KANI MARCO 2 CV
DIAGRAMAS DE CORTANTE MARCO 2 CV
V Isosttico + - V
Hiperesttico(0.342)(7/2)-(-0.52+1.84)/7=1.01(0.342)(7/2)+(-0.52+1.84)/7=1.39
V Isosttico + - V
Hiperesttico(0.857)(7/2)-(-1.50+4.50)/7=2.57(0.857)(7/2)+(-1.50+4.50)/7=3.43
V Isosttico + - V
Hiperesttico(0.857)(7/2)-(-1.42+4.54)/7=2.55(0.857)(7/2)+(-1.42+4.54)/7=3.45
DIAGRAMAS DE MOMENTOS MARCO 2 CV
ANALISIS DE CARGAS EN EL MARCO A Y CCARGAS MUERTAS.AZOTEALosa
(408 kg/m2)(24 m2)/(7 m)1398.86 kg/m
Viga (2400 kg/m3)(.65 m)(.40 m)624 kg/m
Carga Muerta2022.86 kg/m
ENTREPISO (NIVEL 2) Losa (402 kg/m2)(24 m2)/(7 m)1378.29
kg/m
Viga (2400 kg/m3)(.65 m)(.40 m)624 kg/m
Cristal (2600 kg/m3)(0.009 m)(3.5 m)81.9 kg/m
Carga Muerta2084.19 kg/m
ENTREPISO (NIVEL 1) Losa (402 kg/m2)(24 m2)/(7 m)1378.29
kg/m
Viga (2400 kg/m3)(.65 m)(.40 m)624 kg/m
Cristal (2600 kg/m3)(0.009 m)(3.5 m)81.9 kg/m
Carga Muerta2084.19 kg/m
CARGAS VIVASAzoteaCarga Viva (100 kg/m2)(24 m2)/(7 m)342.86
kg/m
Entrepisos (NIVEL 2)Carga Viva (250 kg/m2)(24 m2)/(7 m)857.14
kg/m2
Entrepisos (NIVEL1)Carga Viva (250 kg/m2)(24 m2)/(7 m)857.14
kg/m2
METODO DE KANI MARCO A Y C.Inercia Columnasr4/4 (20 cm)4/4125664
cm
Inercia Vigasbh3/12(40 cm)(65 cm)3/12915416.7 cm
Rigideces ColumnasI/l125664 cm4/350 cm359.04 cm3
Rigideces VigasI/l915416.7 cm4/600 cm1525.69 cm3
KANI MARCO A Y C CM
MOMENTOS DADOS POR KANI
DIAGRAMAS DE CORTANTE MARCO A Y C CM
V Isosttico + - V
Hiperesttico(1.236)(6/2)-(-0.92+5.10)/6=3.01(1.236)(6/2)+(-0.92+5.10)/6=4.40
V Isosttico + - V
Hiperesttico(1.310)(6/2)-(-1.68+5.05)/6=3.37(1.310)(6/2)+(-
1.68+5.05)/6=4.49
V Isosttico + - V
Hiperesttico(1.310)(6/2)-(-1.68+5.05)/6=3.31(1.310)(6/2)+(-
1.44+5.18)/6=4.55
DIAGRAMAS DE MOMENTOS MARCO A Y C CM.
METODO DE KANI MARCO A Y C CV.
MOMENTOS DADOS POR KANI MARCO A Y C CV.
DIAGRAMA DE CORTANTES MARCO A Y C CV.V Isosttico + - V
Hiperesttico(.150)(6/2)-(-0.92+5.10)/6=.38(.150)(6/2)+(-0.92+5.10)/6=.52
V Isosttico + - V
Hiperesttico(.375)(6/2)-(-.44+1.47)/6=.95(.375)(6/2)+(-.44+1.47)/6=1.30
V Isosttico + - V
Hiperesttico(.375)(6/2)-(-.41+1.48)/6=.95(.375)(6/2)+(-.41+1.48)/6=1.30
DIAGRAMAS DE MOMENTOS MARCOS A Y C CV
ANALISIS DE CARGAS EN EL MARCO BCARGAS MUERTAS.AZOTEALosa (408
kg/m2)(18 m2)/(6 m)1224 kg/m
Viga (2400 kg/m3)(.65 m)(.40 m)624 kg/m
Carga Muerta1848 kg/m
ENTREPISO (NIVEL 2) Losa (403 kg/m2)(18 m2)/(6 m)1209 kg/m
Viga (2400 kg/m3)(.65 m)(.40 m)624 kg/m
Carga Muerta1833 kg/m
Losa (403 kg/m2)(18 m2)/(6 m)1209 kg/m
ENTREPISO (NIVEL 1) Losa (403 kg/m2)(18 m2)/(6 m)1209 kg/m
Viga (2400 kg/m3)(.65 m)(.40 m)624 kg/m
Carga Muerta1833 kg/m
Losa (403 kg/m2)(18 m2)/(6 m)1209 kg/m
CARGAS VIVASAzoteaCarga Viva (100 kg/m2)(18 m2)/(6 m)300
kg/m
Entrepisos (NIVEL 2)Carga Viva (250 kg/m2)(18 m2)/(6 m)750
kg/m2
Entrepisos (NIVEL1)Carga Viva (250 kg/m2)(18 m2)/(6 m)750
kg/m2
METODO DE KANI MARCO BInercia Columnasr4/4 (20 cm)4/4125664
cm
Inercia Vigasbh3/12(40 cm)(65 cm)3/12915416.7 cm
Rigideces ColumnasI/l125664 cm4/350 cm359.04 cm3
Rigideces VigasI/l915416.7 cm4/600 cm1525.69 cm3
KANI MARCO B CM
MOMENTOS DADOS POR KANI MARCO B
DIAGRAMAS DE CORTANTEV Isosttico + - V
Hiperesttico(.300)(6/2)-(-0.30+1.20)/6=.75(.300)(6/2)+(-
0.30+1.20)/6=1.05
V Isosttico + - V
Hiperesttico(.750)(6/2)-(-0.88+2.93)/6=1.91(.750)(6/2)+(-
0.88+2.93)/6=2.59
V Isosttico + - V
Hiperesttico(1.310)(6/2)-(-0.83+2.96)/6=1.89(1.310)(6/2)+(-
0.83+2.96)/6=2.61
DIAGRAMAS DE MOMENTO MARCO B CM.
KANI MARCO B CV
MOMENTOS DADOS POR KANI MARCO B CV.
DIAGRAMAS DE CORTANTESV Isosttico + - V
Hiperesttico(1.323)(7/2)-(-1.49+7.36)/7=3.79(1.323)(7/2)+(-0.92+5.10)/7=5.47
V Isosttico + - V
Hiperesttico(1.396)(7/2)-(-2.67+7.22)/7=4.24(1.396)(7/2)+(-
1.68+5.05)/7=5.54
V Isosttico + - V
Hiperesttico(1.396)(7/2)-(-2.29+7.41)/7=4.16(1.396)(7/2)+(-2.29+7.41)/7=5.62
DIAGRAMAS DE MOMENTOS MARCO B CV
DISEO DE ESTRUCUTRAS DE CONCRETO REFORZADOANALISIS DE
CARGASAZOTEALosa (2400 kg/m3)(0.12 m)288 kg/m2
Plafn (2000 kg/m3)(0.01 m)20 kg/m2
Entortado (2000 kg/m3)(0.05 m)100 kg/m2
Carga Muerta408 kg/m2
Carga Viva100 kg/m2
ENTREPISO (NIVEL 2)Losa (2400 kg/m3)(0.12 m)288 kg/m2
Plafn (2000 kg/m3)(0.02 m)20 kg/m2
Mortero (2000 kg/m3)(0.02 m)40 kg/m2
Mosaico55kg/m2
Carga Muerta403 kg/m2
Carga Viva250 kg/m2
ENTREPISO (NIVEL 1)Losa (2400 kg/m3)(0.12 m)288 kg/m2
Plafn (2000 kg/m3)(0.02 m)20 kg/m2
Mortero (2000 kg/m3)(0.02 m)40 kg/m2
Mosaico55 kg/m2
Carga Muerta403 kg/m2
Carga Viva250 kg/m2
ANALISIS DE CARGAS EN EL MARCO 1 Y 3.CARGAS MUERTAS.AZOTEALosa
(408 kg/m2)(Area Tributaria 12 m2)/(Largo 7 m)699.42 kg/m
Viga (2400 kg/m3)(h .65 m)( b .40 m)624 kg/m
Carga Muerta1323.42 kg/m
ENTREPISO (NIVEL 2) Losa (403 kg/m2)(12 m2)/(7 m)690.86 kg/m
Viga (2400 kg/m3)(.65 m)(.40 m)624 kg/m
Cristal (2600 kg/m3)(0.009 m)(3.5 m)81.9 kg/m
Carga Muerta1396.76 kg/m
ENTREPISO (NIVEL 1) Losa (402 kg/m2)(12 m2)/(7 m)690.86 kg/m
Viga (2400 kg/m3)(.65 m)(.40 m)624 kg/m
Cristal (2600 kg/m3)(0.009 m)(3.5 m)81.9 kg/m
Carga Muerta1396.76 kg/m
CARGAS VIVASAzoteaCarga Viva (100 kg/m2)(12 m2)/(7 m)171.42
kg/m
Entrepisos (NIVEL 2)Carga Viva (250 kg/m2)(12 m2)/(7 m)428.57
kg/m2
Entrepisos (NIVEL1)Carga Viva (250 kg/m2)(12 m2)/(7 m)428.57
kg/m2
ANALISIS DE CARGAS EN EL MARCO 2. CARGAS MUERTAS.AZOTEALosa (408
kg/m2)(24 m2)/(7 m)1398.86 kg/m
Viga (2400 kg/m3)(.65 m)(.40 m)624 kg/m
Carga Muerta2022.86 kg/m
ENTREPISO (NIVEL 2) Losa (402 kg/m2)(24 m2)/(7 m)1378.29
kg/m
Viga (2400 kg/m3)(.65 m)(.40 m)624 kg/m
Cristal (2600 kg/m3)(0.009 m)(3.5 m)81.9 kg/m
Carga Muerta2084.19 kg/m
ENTREPISO (NIVEL 1) Losa (402 kg/m2)(24 m2)/(7 m)1378.29
kg/m
Viga (2400 kg/m3)(.65 m)(.40 m)624 kg/m
Cristal (2600 kg/m3)(0.009 m)(3.5 m)81.9 kg/m
Carga Muerta2084.19 kg/m
CARGAS VIVASAzoteaCarga Viva (100 kg/m2)(24 m2)/(7 m)342.86
kg/m
Entrepisos (NIVEL 2)Carga Viva (250 kg/m2)(24 m2)/(7 m)857.14
kg/m2
Entrepisos (NIVEL1)Carga Viva (250 kg/m2)(24 m2)/(7 m)857.14
kg/m2
ANALISIS DE CARGAS EN EL MARCO A Y CCARGAS MUERTAS.AZOTEALosa
(408 kg/m2)(24 m2)/(7 m)1398.86 kg/m
Viga (2400 kg/m3)(.65 m)(.40 m)624 kg/m
Carga Muerta2022.86 kg/m
ENTREPISO (NIVEL 2) Losa (402 kg/m2)(24 m2)/(7 m)1378.29
kg/m
Viga (2400 kg/m3)(.65 m)(.40 m)624 kg/m
Cristal (2600 kg/m3)(0.009 m)(3.5 m)81.9 kg/m
Carga Muerta2084.19 kg/m
ENTREPISO (NIVEL 1) Losa (402 kg/m2)(24 m2)/(7 m)1378.29
kg/m
Viga (2400 kg/m3)(.65 m)(.40 m)624 kg/m
Cristal (2600 kg/m3)(0.009 m)(3.5 m)81.9 kg/m
Carga Muerta2084.19 kg/m
CARGAS VIVASAzoteaCarga Viva (100 kg/m2)(24 m2)/(7 m)342.86
kg/m
Entrepisos (NIVEL 2)Carga Viva (250 kg/m2)(24 m2)/(7 m)857.14
kg/m2
Entrepisos (NIVEL1)Carga Viva (250 kg/m2)(24 m2)/(7 m)857.14
kg/m2
ANALISIS DE CARGAS EN EL MARCO BCARGAS MUERTAS.AZOTEALosa (408
kg/m2)(18 m2)/(6 m)1224 kg/m
Viga (2400 kg/m3)(.65 m)(.40 m)624 kg/m
Carga Muerta1848 kg/m
ENTREPISO (NIVEL 2) Losa (403 kg/m2)(18 m2)/(6 m)1209 kg/m
Viga (2400 kg/m3)(.65 m)(.40 m)624 kg/m
Carga Muerta1833 kg/m
Losa (403 kg/m2)(18 m2)/(6 m)1209 kg/m
ENTREPISO (NIVEL 1) Losa (403 kg/m2)(18 m2)/(6 m)1209 kg/m
Viga (2400 kg/m3)(.65 m)(.40 m)624 kg/m
Carga Muerta1833 kg/m
Losa (403 kg/m2)(18 m2)/(6 m)1209 kg/m
CARGAS VIVASAzoteaCarga Viva (100 kg/m2)(18 m2)/(6 m)300
kg/m
Entrepisos (NIVEL 2)Carga Viva (250 kg/m2)(18 m2)/(6 m)750
kg/m2
Entrepisos (NIVEL1)Carga Viva (250 kg/m2)(18 m2)/(6 m)750
kg/m2
METODO DE KANI CARGAS SISMICASCALCULOS DE PESOS POR NIVEL (NIVEL
3)Losa Carga Muerta = (408 kg/m2)(12.4 m)(14.4 m AREA MAS
PRETIL)72852.48 kg
Losa Carga Viva = (70 kg/m2)(12.4 m)(14.4 m)12499.20 kg
Trabes = (624 kg/m)(52 m cantidad de vigas)32448 kg
Columnas = (301.59 kg/m)(1.43 m)(9 cantidad de columnas)3881.46
kg
Cristal = (40.95 kg/m)(53.6 m permetro de la losa)2194.92 kg
Peso Total =123876.11 kg
CALCULOS DE PESOS POR NIVEL (NIVEL 2)Losa Carga Muerta = (403
kg/m2)(12.4 m)(14.4 m)71959.68 kg
Losa Carga Viva = (180 kg/m2)(12.4 m)(14.4 m)32140.8 kg
Trabes = (624 kg/m)(52 m)32448 kg
Columnas = (301.59 kg/m)(2.85 m)(9)7735.87 kg
Cristal = (40.95 kg/m peso del cristal entre 2 )(53.6 m)4389.84
kg
Peso Total =148674.2 kg
CALCULOS DE PESOS POR NIVEL (NIVEL 1)Losa Carga Muerta = (403
kg/m2)(12.4 m)(14.4 m)71959.68 kg
Losa Carga Viva = (180 kg/m2)(12.4 m)(14.4 m)32140.8 kg
Trabes = (624 kg/m)(52 m)32448 kg
Columnas = (301.59 kg/m)(2.85 m)(9)7735.87 kg
Cristal = (40.95 kg/m)(53.6 m)4389.84 kg
Peso Total =148674.2 kg
CALCULOS DE PESOS POR NIVEL (NIVEL O)Losa Carga Muerta = (403
kg/m2)(12.4 m)(14.4 m)71959.68 kg
Losa Carga Viva = (180 kg/m2)(12.4 m)(14.4 m)32140.8 kg
Trabes = (624 kg/m)(52 m)32448 kg
Columnas = (301.59 kg/m)(1.75 m)(9)7735.87 kg
Cristal = (40.95 kg/m)(53.6 m)2194.92 kg
Peso Total =139930.92 kg
CALCULOS DE PESOS POR NIVEL (NIVEL 3)Mitad de la columna menos
0.20-0.003-h viga
CALCULOS DE PESOS POR NIVEL (NIVEL 2)Columna completaCALCULOS DE
PESOS POR NIVEL (NIVEL 1)Columna completa 0.20-0.003-h viga
CALCULOS DE PESOS POR NIVEL (NIVEL O)Mitad de la columna menos
0.20-0.003-h viga
DATOS DEL TERRITORIO
Coeficiente Ssmico C = 0.16Factor de Comportamiento Ssmico
=3
Cortante Basal = CWt/ = (0.16)(561155.43 kg)/3 = 29928.29 kg
NivelWihiWi*hiV/Wi*hiEje
1 y 32A y CB
3
123876.1110.51300699.20.010457933400.656676801.3133423400.656676801.3133
2148674.271040719.42720.943785441.887572720.943785441.8876
1148674.23.5520359.691360.471892720.9437851360.471892720.9438
0139930.92000000
W Total561155.432861778.2
ANALISIS MARCOS 1, 2, Y 3. KANI SISMICO.
KANI MARCO 1 Y 3MOMENTOS DADO POR KANI
DIAGRAMAS DE MOMENTOSKANI SISMICO MARCO 2
MOMENTOS DADOS POR KANI
DIAGRAMA DE MOMENTOS MARCO 2ANALISIS DE MARCO A, B, Y C KANI
SISMICO
KANI SISMICO MARCO A Y C.
MOMENTOS DADOS POR KANI
DIAGRAMAS DE MOMENTO
KANI SISMICO MARCO B
MOMENTOS DADOS POR KANI
DIAGRAMAS DE MOMENTOS MARCO B
DISEO DE LOSA EN AZOTEAm=a1/a26m / 7m0.86
Wu=1.2(408kg/m2)+1.6(100kg/m2)=649.6kg/m2
DISEO DE LOSA EN ENTREPISO (NIVEL 2 Y 1)Wu=1.2(403 kg/m2) +
1.6(250 kg/m2)= 883.6 kg/m2
DISEO DE VIGA EJE 1 Y 3 AZOTEAMOMENTO POSITIVO
MomentobhddcRnArea de acero.
1349200306054617.13661540.0042386736.87 CM2
MOMENTO NEGATIVO
43
