Iterasi 1 Latihan Frame3DD pada Beam+Kolom DanyHP

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Tema Tugas : Mempelajari Software Frame3DD dengan aplikasi pada Truss 2D


Rencana struktur Beam+Column

PlanBC.jpg
Rencana struktur balok dan kolom pada bangunan rumah tingkat 2


INPUT file.txt

FRAME3DD memerlukan  Input Data file yang berisi :
• joint coordinates, 
• member geometry, 
• material moduli, 
• restrained joints, 
• prescribed displacements,
• load information, and 
• optionally, mass information if a modal analysis is to be carried out.

Asumsi, 
• Profil Balok sama ukuran luasannya, ukuran balok pada iterasi pertama ini dibuat dengan ukuran 20x10cm
• Beban masih terpusat pada setiap node yang posisinya di atas
• Tumpuan pada tembok dikunci pada arah x dan y

"LatihanBeam: ITERASI 1 linear static analysis of a 3D Beam-Column (N,cm, ton)",,,,,,,,,,,, ,,,,,,,,,,,,

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

18,,,,,# number of nodes,,,,,,,

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

,,,,,,,,,,,, 1,0,0,0,0,,,,,,,, 2,0,300,0,0,,,,,,,, 3,0,600,0,0,,,,,,,, 4,-400,600,0,0,,,,,,,, 5,-400,300,0,0,,,,,,,, 6,-400,0,0,0,,,,,,,, 7,0,0,300,0,,,,,,,, 8,0,300,300,0,,,,,,,, 9,0,600,300,0,,,,,,,, 10,-400,600,300,0,,,,,,,, 11,-400,300,300,0,,,,,,,, 12,-400,0,300,0,,,,,,,, 13,0,0,600,0,,,,,,,, 14,0,300,600,0,,,,,,,, 15,0,600,600,0,,,,,,,, 16,-400,600,600,0,,,,,,,, 17,-400,300,600,0,,,,,,,, 18,-400,0,600,0,,,,,,,, ,,,,,,,,,,,,

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

6,,,,,# number of nodes with reactions,,,,,,,

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

,,,,,,,,,,,, 1,1,1,1,1,1,1,,,,,, 2,1,1,1,1,1,1,,,,,, 3,1,1,1,1,1,1,,,,,, 4,1,1,1,1,1,1,,,,,, 5,1,1,1,1,1,1,,,,,, 6,1,1,1,1,1,1,,,,,, ,,,,,,,,,,,,

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

33,,,,,# number of frame elements,,,,,,,

  1. e,n1,n2,Ax,Asy,Asz,Jxx,Iyy,Izz,E,G,roll,density
  2. .,.,.,cm^2,cm^2,cm^2,cm^4,cm^4,cm^4,Mpa,Mpa,deg,T/cm^3

,,,,,,,,,,,, 1,1,2,200,100,100,400,800,800,235000,80000,0,2.49E-06 2,2,3,200,100,100,400,800,800,235000,80000,0,2.49E-06 3,3,4,200,100,100,400,800,800,235000,80000,0,2.49E-06 4,4,5,200,100,100,400,800,800,235000,80000,0,2.49E-06 5,5,6,200,100,100,400,800,800,235000,80000,0,2.49E-06 6,6,1,200,100,100,400,800,800,235000,80000,0,2.49E-06 7,5,2,200,100,100,400,800,800,235000,80000,0,2.49E-06 8,7,8,200,100,100,400,800,800,235000,80000,0,2.49E-06 9,8,9,200,100,100,400,800,800,235000,80000,0,2.49E-06 10,9,10,200,100,100,400,800,800,235000,80000,0,2.49E-06 11,10,11,200,100,100,400,800,800,235000,80000,0,2.49E-06 12,11,12,200,100,100,400,800,800,235000,80000,0,2.49E-06 13,12,7,200,100,100,400,800,800,235000,80000,0,2.49E-06 14,11,8,200,100,100,400,800,800,235000,80000,0,2.49E-06 15,13,14,200,100,100,400,800,800,235000,80000,0,2.49E-06 16,14,15,200,100,100,400,800,800,235000,80000,0,2.49E-06 17,15,16,200,100,100,400,800,800,235000,80000,0,2.49E-06 18,16,17,200,100,100,400,800,800,235000,80000,0,2.49E-06 19,17,18,200,100,100,400,800,800,235000,80000,0,2.49E-06 20,18,13,200,100,100,400,800,800,235000,80000,0,2.49E-06 21,17,14,200,100,100,400,800,800,235000,80000,0,2.49E-06 22,7,13,200,100,100,400,800,800,235000,80000,0,2.49E-06 23,1,7,200,100,100,400,800,800,235000,80000,0,2.49E-06 24,8,14,200,100,100,400,800,800,235000,80000,0,2.49E-06 25,2,8,200,100,100,400,800,800,235000,80000,0,2.49E-06 26,9,15,200,100,100,400,800,800,235000,80000,0,2.49E-06 27,3,9,200,100,100,400,800,800,235000,80000,0,2.49E-06 28,10,16,200,100,100,400,800,800,235000,80000,0,2.49E-06 29,4,10,200,100,100,400,800,800,235000,80000,0,2.49E-06 30,11,17,200,100,100,400,800,800,235000,80000,0,2.49E-06 31,5,11,200,100,100,400,800,800,235000,80000,0,2.49E-06 32,12,18,200,100,100,400,800,800,235000,80000,0,2.49E-06 33,6,12,200,100,100,400,800,800,235000,80000,0,2.49E-06 ,,,,,,,,,,,, 1,,"# 1: include shear deformations, 0: don't",,,,,,,,,, 1,,"# 1: include geometric stiffness, 0: don't",include,geometric,stiffness,,,,,,, 10,,# exaggerate mesh deformations,,,,,,,,,, 1.3,,# 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),,,,,,,,,,,,
  2. ,gX,gY,gZ,,,,,,,,,
  3. ,cm./s^2,cm./s^2,cm./s^2,,,,,,,,,

,0,0,-981.456,,,,,,,,, ,,,,,,,,,,,, 18,,,,,# number of loaded nodes,,,,,,,

  1. .n,Fx,Fy,Fz,Mxx,Myy,Mzz,,,,,,
  2. ,N,N,N,N.cm,N.cm,N.cm,,,,,,

1,0,0,-3000,0,0,0,,,,,, 2,0,0,-3000,0,0,0,,,,,, 3,0,0,-3000,0,0,0,,,,,, 4,0,0,-3000,0,0,0,,,,,, 5,0,0,-3000,0,0,0,,,,,, 6,0,0,-3000,0,0,0,,,,,, 7,0,0,-2000,0,0,0,,,,,, 8,0,0,-2000,0,0,0,,,,,, 9,0,0,-2000,0,0,0,,,,,, 10,0,0,-2000,0,0,0,,,,,, 11,0,0,-2000,0,0,0,,,,,, 12,0,0,-2000,0,0,0,,,,,, 13,0,0,-1000,0,0,0,,,,,, 14,0,0,-1000,0,0,0,,,,,, 15,0,0,-1000,0,0,0,,,,,, 16,0,0,-1000,0,0,0,,,,,, 17,0,0,-1000,0,0,0,,,,,, 18,0,0,-1000,0,0,0,,,,,, ,,,,,,,,,,,, 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,,,,,,
  2. .,cm,cm,cm,rad.,rad.,rad.,,,,,,

0,0,0,0,0,0,0,,,,,, ,,,,,,,,,,,,

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

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

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


Hasil Running (GNU Plot)

Output GNU.plot disampaikan pada gambar berikut. 

GNU001.jpg
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