Analisa Beam Bangunan Dengan Frame 3DD

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TUGAS

KOMPUTASI TEKNIK


DI SUSUN OLEH

ARIA WIRA YUDA

NPM. 1806155270


Kalkulasi Tiang Bangunan (Beam)

Pendahuluan

Selain pondasi, beton kolom, sloof, tiang serta ring balk pada bangunan rumah merupakan struktur bangunan yang sangat menentukan kekuatan dan kokohnya bangunan sebuah rumah. Fungsi struktur adalah memikul beban bagian bangunan yang ada di atasnya. Jika sebuah rumah memiliki beberapa tiang beton kolom, maka secara bersama-sama memikul beban atap. Semakin berat beban atap maka semakin berat tugas beton kolom memikul beban tersebut.

Beton sloof adalah balok beton bertulang yang dipasang secara horizontal, Fungsi beton sloof adalah menerima beban yang dipikul oleh setiap kolom + beban dinding kemudian dan membagikan beban tersebut secara merata ke permukaan pondasi.

Ring balk beton bertulang adalah balok beton yang dipasang di bagian atas pasangan dinding. Fungsi ring balk beton adalah meratakan tumpuan beban rangka dan tutup atap dan meneruskannya ke setiap ujung beton kolom. Selain fung si tersebut, juga bersama-sama dengan beton kolom dan sloof mengikat pasangan dinding. Saat ini yang penulis lakukan adalah membuat kalkulasi untuk tiang, sloof dan ring balok, untuk bangunan seperti denah berikut:

Denahme.jpg

Gambar 1. Denah Bangunan dan Lokasi titik tiang

Kemudian dianalisa menggunakan software Frame 3DD

Pembuatan Program dilakukan di file excel kemudian di save as .csv

Aria: linear static analysis of BEAM 3D with support settlement (kips,"in)""",,,,,,,,,,,

,,,,,,,,,,,,

  1. node data ...,,,,,,,,,,,,

30,,,,,# number of nodes,,,,,,,

  1. .node,x,y,z,r,units: inches,,,,,,,

,,,,,,,,,,,,

1,0,0,0,0,,,,,,,,

2,0,200,0,0,,,,,,,,

3,0,400,0,0,,,,,,,,

4,-250,400,0,0,,,,,,,,

5,-250,200,0,0,,,,,,,,

6,0,-40,0,0,,,,,,,,

7,-250,-40,0,0,,,,,,,,

8,-500,-40,0,0,,,,,,,,

9,-500,200,0,0,,,,,,,,

10,-500,400,0,0,,,,,,,,

11,0,0,120,0,,,,,,,,

12,0,200,120,0,,,,,,,,

13,0,400,120,0,,,,,,,,

14,-250,400,120,0,,,,,,,,

15,-250,200,120,0,,,,,,,,

16,0,-40,120,0,,,,,,,,

17,-250,-40,120,0,,,,,,,,

18,-500,-40,120,0,,,,,,,,

19,-500,200,120,0,,,,,,,,

20,-500,400,120,0,,,,,,,,

21,0,0,240,0,,,,,,,,

22,0,200,240,0,,,,,,,,

23,0,400,240,0,,,,,,,,

24,-250,400,240,0,,,,,,,,

25,-250,200,240,0,,,,,,,,

26,0,-40,240,0,,,,,,,,

27,-250,-40,240,0,,,,,,,,

28,-500,-40,240,0,,,,,,,,

29,-500,200,240,0,,,,,,,,

30,-500,400,240,0,,,,,,,,

,,,,,,,,,,,,

  1. reaction data ...,,,,,,,,,,,,

10,,,,,# number of nodes with reactions,,,,,,,

  1. .n,x,y,z,xx,yy,zz,"1=fixed, 0= free",,,,,

,,,,,,,,,,,,

1,1,1,1,1,1,0,,,,,,

2,1,1,1,1,1,0,,,,,,

3,1,1,1,1,1,0,,,,,,

4,1,1,1,1,1,0,,,,,,

5,1,1,1,1,1,0,,,,,,

6,1,1,1,1,1,0,,,,,,

7,1,1,1,1,1,0,,,,,,

8,1,1,1,1,1,0,,,,,,

9,1,1,1,1,1,0,,,,,,

10,1,1,1,1,1,0,,,,,,

,,,,,,,,,,,,

  1. frame element data ...,,,,,,,,,,,,

44,,,,,# number of frame elements,,,,,,,

  1. e,n1,n2,Ax,Asy,Asz,Jxx,Iyy,Izz,E,G,roll,density
  1. .,.,.,in^2,in^2,in^2,in^4,in^4,in^4,ksi,ksi,deg,k/in^3/g

,,,,,,,,,,,,

1,11,12,10,10,10,50,100,200,29000,11500,0,7.33E-07

2,12,13,10,10,10,50,100,200,29000,11500,0,7.33E-07

3,13,14,10,10,10,50,100,200,29000,11500,0,7.33E-07

4,14,15,10,10,10,50,100,200,29000,11500,0,7.33E-07

5,16,17,10,10,10,50,100,200,29000,11500,0,7.33E-07

6,17,18,10,10,10,50,100,200,29000,11500,0,7.33E-07

7,18,19,10,10,10,50,100,200,29000,11500,0,7.33E-07

8,19,20,10,10,10,50,100,200,29000,11500,0,7.33E-07

9,21,22,10,10,10,50,100,200,29000,11500,0,7.33E-07

10,22,23,10,10,10,50,100,200,29000,11500,0,7.33E-07

11,23,24,10,10,10,50,100,200,29000,11500,0,7.33E-07

12,24,25,10,10,10,50,100,200,29000,11500,0,7.33E-07

13,26,27,10,10,10,50,100,200,29000,11500,0,7.33E-07

14,27,28,10,10,10,50,100,200,29000,11500,0,7.33E-07

15,28,29,10,10,10,50,100,200,29000,11500,0,7.33E-07

16,29,30,10,10,10,50,100,200,29000,11500,0,7.33E-07

17,1,11,10,10,10,50,100,200,29000,11500,0,7.33E-07

18,2,12,10,10,10,50,100,200,29000,11500,0,7.33E-07

19,3,13,10,10,10,50,100,200,29000,11500,0,7.33E-07

20,4,14,10,10,10,50,100,200,29000,11500,0,7.33E-07

21,5,15,10,10,10,50,100,200,29000,11500,0,7.33E-07

22,6,16,10,10,10,50,100,200,29000,11500,0,7.33E-07

23,7,17,10,10,10,50,100,200,29000,11500,0,7.33E-07

24,8,18,10,10,10,50,100,200,29000,11500,0,7.33E-07

25,9,19,10,10,10,50,100,200,29000,11500,0,7.33E-07

26,10,20,10,10,10,50,100,200,29000,11500,0,7.33E-07

27,11,21,10,10,10,50,100,200,29000,11500,0,7.33E-07

28,12,22,10,10,10,50,100,200,29000,11500,0,7.33E-07

29,13,23,10,10,10,50,100,200,29000,11500,0,7.33E-07

30,14,24,10,10,10,50,100,200,29000,11500,0,7.33E-07

31,15,25,10,10,10,50,100,200,29000,11500,0,7.33E-07

32,16,26,10,10,10,50,100,200,29000,11500,0,7.33E-07

33,17,27,10,10,10,50,100,200,29000,11500,0,7.33E-07

34,18,28,10,10,10,50,100,200,29000,11500,0,7.33E-07

35,19,29,10,10,10,50,100,200,29000,11500,0,7.33E-07

36,20,30,10,10,10,50,100,200,29000,11500,0,7.33E-07

37,11,16,10,10,10,50,100,200,29000,11500,0,7.33E-07

38,14,20,10,10,10,50,100,200,29000,11500,0,7.33E-07

39,12,15,10,10,10,50,100,200,29000,11500,0,7.33E-07

40,15,19,10,10,10,50,100,200,29000,11500,0,7.33E-07

41,21,26,10,10,10,50,100,200,29000,11500,0,7.33E-07

42,22,25,10,10,10,50,100,200,29000,11500,0,7.33E-07

43,25,29,10,10,10,50,100,200,29000,11500,0,7.33E-07

44,24,30,10,10,10,50,100,200,29000,11500,0,7.33E-07

,,,,,,,,,,,,

0,,"# 1: include shear deformations, 0: don't",,,,,,,,,,

0,,"# 1: include geometric stiffness, 0: don't",include,geometric,stiffness,,,,,,,

10,,# exaggerate mesh deformations,,,,,,,,,,

2,,# zoom scale for 3D plotting,,,,,,,,,,

10,,# x-axis increment for internal forces,,,,,,,,,,

,,,,,,,,,,,,

,,,,,,,,,,,,

1,,,,,# number of static load cases,,,,,,,

  1. Begin Static Load Case 1 of 1,,,,,,,,,,,,

,,,,,,,,,,,,

  1. gravitational acceleration for self-weight loading (global),,,,,,,,,,,,
  1. ,gX,gY,gZ,,,,,,,,,
  1. ,in./s^2,in./s^2,in./s^2,,,,,,,,,

,0,0,-386.4,,,,,,,,,

,,,,,,,,,,,,

20,,,,,# number of loaded nodes,,,,,,,

  1. .n,Fx,Fy,Fz,Mxx,Myy,Mzz,,,,,,
  1. ,kip,kip,kip,in.k,in.k,in.k,,,,,,

11,0,0,-50,0,0,0,,,,,,

12,0,0,-50,0,0,0,,,,,,

13,0,0,-50,0,0,0,,,,,,

14,0,0,-50,0,0,0,,,,,,

15,0,0,-50,0,0,0,,,,,,

16,0,0,-50,0,0,0,,,,,,

17,0,0,-50,0,0,0,,,,,,

18,0,0,-50,0,0,0,,,,,,

19,0,0,-50,0,0,0,,,,,,

20,0,0,-50,0,0,0,,,,,,

21,0,0,-10,0,0,0,,,,,,

22,0,0,-10,0,0,0,,,,,,

23,0,0,-10,0,0,0,,,,,,

24,0,0,-10,0,0,0,,,,,,

25,0,0,-10,0,0,0,,,,,,

26,0,0,-10,0,0,0,,,,,,

27,0,0,-10,0,0,0,,,,,,

28,0,0,-10,0,0,0,,,,,,

29,0,0,-10,0,0,0,,,,,,

30,0,0,-10,0,0,0,,,,,,

,,,,,,,,,,,,

0,,,,,# number of uniform loads,,,,,,,

0,,,,,# number of trapezoidal loads,,,,,,,

0,,,,,# number of internal concentrated loads,,,,,,,

0,,,,,# number of temperature loads,,,,,,,

,,,,,,,,,,,,

0,,,,,# number of nodes with prescribed displacements,,,,,,,

  1. .n,Dx,Dy,Dz,Dxx,Dyy,Dzz,,,,,,
  1. .,in,in,in,rad.,rad.,rad.,,,,,,

,,,,,,,,,,,,

  1. End Static Load Case 1 of 1,,,,,,,,,,,,

,,,,,,,,,,,,

0,,,,,# number of dynamic modes,,,,,,,

,,,,,,,,,,,,

  1. End of input data file for aria,,,,,,,,,,,,


Run Program

Frame.jpg


TAMPILAN HASIL KALKULASI PADA Gnuplot

Gnupme.jpg