Perencanaan Struktur Gedung

16
DIKETAHUI : # ELEMEN 1 DIMENSI B = 30 CM H = 30 CM A = 900 I = 67500 α = 90 PANJANG BENTANG = 300 MODULUS ELASTISITAS = 4000000 [K [R

description

Teknik Sipil

Transcript of Perencanaan Struktur Gedung

Page 1: Perencanaan Struktur Gedung

DIKETAHUI :

# ELEMEN 1

DIMENSI

B = 30 CM

H = 30 CM

A = 900

I = 67500

α = 90

PANJANG BENTANG = 300

MODULUS ELASTISITAS = 4000000

[K]

[R]

Page 2: Perencanaan Struktur Gedung

[R]T

[R]T x [K]

[ks] = [R]T x [K] x [R]

Page 3: Perencanaan Struktur Gedung

12000000 0 0 -12000000 0

0 120000 18000000 0 -120000

=

0 18000000 3600000000 0 -18000000

-12000000 0 0 12000000 0

0 -120000 -18000000 0 120000

0 18000000 1800000000 0 -18000000

0 1 0 0 0

-1 0 0 0 0

=

0 0 1 0 0

0 0 0 0 1

0 0 0 -1 0

0 0 0 0 0

Page 4: Perencanaan Struktur Gedung

0 -1 0 0 0

1 0 0 0 0

=

0 0 1 0 0

0 0 0 0 -1

0 0 0 1 0

0 0 0 0 0

0 -120000 -18000000 0 120000

12000000 0 0 -12000000 0

=

0 18000000 3600000000 0 -18000000

0 120000 18000000 0 -120000

-12000000 0 0 12000000 0

0 18000000 1800000000 0 -18000000

120000 0 -18000000 -120000 0

0 12000000 0 0 -12000000

=

-18000000 0 3600000000 18000000 0

-120000 0 18000000 120000 0

0 -12000000 0 0 12000000

-18000000 0 1800000000 18000000 0

Page 5: Perencanaan Struktur Gedung
Page 6: Perencanaan Struktur Gedung
Page 7: Perencanaan Struktur Gedung

0

18000000

1800000000

0

-18000000

3600000000

0

0

0

0

0

1

Page 8: Perencanaan Struktur Gedung

0

0

0

0

0

1

-18000000

0

1800000000

18000000

0

3600000000

-18000000

0

1800000000

18000000

0

3600000000

Page 9: Perencanaan Struktur Gedung
Page 10: Perencanaan Struktur Gedung
Page 11: Perencanaan Struktur Gedung

DIKETAHUI :

# ELEMEN 2

DIMENSI

B = 30 CM

H = 50 CM

A = 1500

I = 312500

α = 0

PANJANG BENTANG = 400 CM

MODULUS ELASTISITAS = 4000000

[K]

[R]

CM2

CM4

Page 12: Perencanaan Struktur Gedung

[R]T

[R]T x [K]

[ks] = [R]T x [K] x [R]

Page 13: Perencanaan Struktur Gedung

15000000 0 0 -15000000 0

0 234375 46875000 0 -234375

=

0 46875000 12500000000 0 -46875000

-15000000 0 0 15000000 0

0 -234375 -46875000 0 234375

0 46875000 6250000000 0 -46875000

1 0 0 0 0

0 1 0 0 0

=

0 0 1 0 0

0 0 0 1 0

0 0 0 0 1

0 0 0 0 0

Page 14: Perencanaan Struktur Gedung

1 0 0 0 0

0 1 0 0 0

=

0 0 1 0 0

0 0 0 1 0

0 0 0 0 1

0 0 0 0 0

15000000 0 0 -15000000 0

0 234375 46875000 0 -234375

=

0 46875000 12500000000 0 -46875000

-15000000 0 0 15000000 0

0 -234375 -46875000 0 234375

0 46875000 6250000000 0 -46875000

15000000 0 0 -15000000 0

0 234375 46875000 0 -234375

=

0 46875000 12500000000 0 -46875000

-15000000 0 0 15000000 0

0 -234375 -46875000 0 234375

0 46875000 6250000000 0 -46875000

Page 15: Perencanaan Struktur Gedung

0

46875000

6250000000

0

-46875000

12500000000

0

0

0

0

0

1

Page 16: Perencanaan Struktur Gedung

0

0

0

0

0

1

0

46875000

6250000000

0

-46875000

12500000000

0

46875000

6250000000

0

-46875000

12500000000