Tugas Analisis Dinamis.xlsx

3 H3 2 H2 1 H1

L2

L1

Data Struktur L1 5 L2 4 H1 4 H2 3.5 H3 3.5 Balok 0.25 Kolom 0.28 Tebal Lantai 0.12 Tebal Atap 0.1 E 18000 BV Beton 24 Dead - Lantai 2.5 Dead - Atap 1

0.4 0.28

Lump 3

2

1

Analisis Lump Mass Komponen Beban Total Pelat 68 Kolom 13.1712 124.3712 12678.0020 Balok 43.2 Pelat 107.6 Kolom 26.3424 177.1424 18057.3293 Balok 43.2 Pelat 107.6 Kolom 43.2768 194.0768 19783.5678 Balok 43.2

Kekakuan K1 5.0000 K2 4.0000 K3 3.0000

Matriks m 1 2 19783.5678 0 0 18057.3293 0 0

1 9.0000 -4.0000 0

Matriks K 2 -4.0000 7.0000 -3.0000

Matriks K+M 1 2 19792.5678 -4 -4 18064.3293 0 -3

Matriks m 3 0 0 12678

1 2 3

Matriks K 3 0 3.0000 3.0000

1 2 3

3 0 3 12681

1 2 3

Periode Alami [D] 9 (-ω)^2 -4 0 a Pers. 1.1 2.1 3.1 a,1 b,1 c,1

-4 7

(-ω)^2 -3

3 c

b

(ω)^2 -16

(ω)^4 1

3 -

-

0 -3

(ω)^6 0 0 0 -

Konstanta 63

-27 16

9 -4 0

(-ω)^2 1 Pers. 1.2 2.2 3.2 a,2 b,2 c,2

Matriks K+M Total X Faktorisasi

f1 Horner -0.85023942

X2 X3

(-ω)^2 -4 0

-4 7

(-ω)^2 -3

2 (ω)^2 -111

3 (ω)^4 19

(ω)^6 -1

Konstanta 189

0 0

8.1000.E+01 4.8000.E+01

0 0 0 -9.0000.E+00 -1.6000.E+01

0 0

-8.6000.E+01 (ω)^2 86 (ω)^2 x^3 1

19 (ω)^4 -19

-1 (ω)^6 1

6.0000.E+01 Konstanta -60

x^2 -19 x

X 86 K

Konstanta -60

X1

-0.850239

x^3 1

x^2 X -19 86 0.8502394 -15.431641954 -18.14976 70.5683580461

1 12.50782279 5.641937789

Konstanta -60 60 0

Newton Ra fx f'x

1 x^3 3 x^2 x 1 0.8431 0.8502 0.8502 0.8502 0.8502 0.8502 0.8502 0.8502 0.8502 0.8502 0.8502

f(x) 8.00000.E+00 -3.97554.E-01 -8.26973.E-04 -3.60517.E-09 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Newton Raphson -19 x^2 -38 x f'(x)

f(x)/f'(x)

5.10000.E+01 5.60934.E+01 5.58601.E+01 5.58596.E+01 5.58596.E+01 5.58596.E+01 5.58596.E+01 5.58596.E+01 5.58596.E+01 5.58596.E+01 5.58596.E+01

0.1569 -0.0071 0.0000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

86 x 86

-60