7/26/2019 Practica Ultimo Metodo Newmark 1

1/3

f'c = 210 kg/cm2

b h elemento 3 m

0.35 0.35 C1 - C3 E = 2173706.512 T/m

0.4 0.4 C20.45 0.45 C3

1 C 1 = I = 0.00125052 m4 K = 1208.118 T/m

2 C 1 = I = 0.00125052 m4 K = 1208.118 T/m

3 C 2 = I = 0.00213333 m4 K = 2060.996 T/m

4 C 2 = I = 0.00213333 m4 K = 2060.996 T/m

5 C 2 = I = 0.00213333 m4 K = 2060.996 T/m6 C 2 = I = 0.00213333 m4 K = 2060.996 T/m

7 C 2 = I = 0.00213333 m4 K = 2060.996 T/m

8 C 2 = I = 0.00213333 m4 K = 2060.996 T/m

9 C 3 = I = 0.00125052 m4 K = 1208.118 T/m

10 C 3 = I = 0.00125052 m4 K = 1208.118 T/m

11 C 4 = I = 0.00341719 m4 K = 3301.317 T/m

b = 0.15 m

h = 3 m

L = 1.5 m

P1= 10189.24927 T/m

P2= 101.8924927 T/m

K1= 30790.90 T/m

K1= 307.91 T/cm

Modulo de Elasticidad

Placa

Columna Altura del entrepiso

RIGIDEZ PRIMER NIVEL

DIRECCION X-X

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UAP ALAS PERUANAS-CURSOS SISMORESISTENTE ALUMNO: ALEX BONY FLORES FLORES

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7/26/2019 Practica Ultimo Metodo Newmark 1

2/3

f'c = 210 kg/cm2

b h elemento 2.8 m

0.35 0.35 C1 - C3 E = 2173706.512 T/m

0.4 0.4 C20.45 0.45 C3

1 C 1 = I = 0.00125052 m4 K = 1485.932 T/m

2 C 1 = I = 0.00125052 m4 K = 1485.932 T/m

3 C 2 = I = 0.00213333 m4 K = 2534.935 T/m

4 C 2 = I = 0.00213333 m4 K = 2534.935 T/m

5 C 2 = I = 0.00213333 m4 K = 2534.935 T/m6 C 2 = I = 0.00213333 m4 K = 2534.935 T/m

7 C 2 = I = 0.00213333 m4 K = 2534.935 T/m

8 C 2 = I = 0.00213333 m4 K = 2534.935 T/m

9 C 3 = I = 0.00125052 m4 K = 1485.932 T/m

10 C 3 = I = 0.00125052 m4 K = 1485.932 T/m

11 C 4 = I = 0.00341719 m4 K = 4060.475 T/m

b = 0.15 m

h = 2.8 m

L = 1.5 m

P1= 12532.33101 T/m

P2= 125.3233101 T/m

K2 = 37871.47 T/m

K2= 378.71 T/cm

Modulo de Elasticidad

Placa

Columna Altura del entrepiso

RIGIDEZ SEGUNDO NIVEL

DIRECCION X-X

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=

=

UAP ALAS PERUANAS-CURSOS SISMORESISTENTE ALUMNO: ALEX BONY FLORES FLORES

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7/26/2019 Practica Ultimo Metodo Newmark 1

3/3

f'c = 210 kg/cm2

b h elemento 2.5 m

0.35 0.35 C1 - C3 E = 2173706.512 T/m

0.4 0.4 C20.45 0.45 C3

1 C 1 = I = 0.00125052 m4 K = 2087.628 T/m

2 C 1 = I = 0.00125052 m4 K = 2087.628 T/m

3 C 2 = I = 0.00213333 m4 K = 3561.401 T/m

4 C 2 = I = 0.00213333 m4 K = 3561.401 T/m

5 C 2 = I = 0.00213333 m4 K = 3561.401 T/m6 C 2 = I = 0.00213333 m4 K = 3561.401 T/m

7 C 2 = I = 0.00213333 m4 K = 3561.401 T/m

8 C 2 = I = 0.00213333 m4 K = 3561.401 T/m

9 C 3 = I = 0.00125052 m4 K = 2087.628 T/m

10 C 3 = I = 0.00125052 m4 K = 2087.628 T/m

11 C 4 = I = 0.00341719 m4 K = 5704.675 T/m

b = 0.15 m

h = 2.5 m

L = 1.5 m

P1= 17607.02275 T/m

P2= 176.0702275 T/m

K3 = 53206.68 T/m

K3= 532.07 T/cm

Modulo de Elasticidad

Placa

Columna Altura del entrepiso

RIGIDEZ TERCER NIVEL

DIRECCION X-X

=

=

=

UAP ALAS PERUANAS-CURSOS SISMORESISTENTE ALUMNO: ALEX BONY FLORES FLORES

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