Program ACECOMS GEAR

Silahkan dicoba program ACECOMS GEAR berikut :
https://sites.google.com/site/strukturbeton1/program-gear

Contoh Penggunaan Program ACECOMS-GEAR pada Kolom Berlubang :

; Computing Moment Capacity:

  Applied Axial Load, Pu = 3,000.0 kN

  Applied Moment, Mux  = 200.0 kN-m

  Applied Moment, Muy  = 100.0 kN-m

  Resultsnt Moment, Muxy = 223.6 kN-m

  Resultant Moment Angle  = 26 Deg.

; Detailed Capacity Calculations:

  Neutral axis angle = 32 Deg.

  Neutral axis depth = 389 mm

  Capacity reduction factor = 0.9

  Stress in Rebars: 

  Bar No,  Size,  Cord-X ,  Cord-Y,   Area ,  Stress

  1,  d 16,  -360,  -360,  204,  -400.0

  2,  d 16,  360,  360,  204,  378.8

  3,  d 16,  360,  -360,  204,  -400.0

  4,  d 16,  -360,  360,  204,  -78.6

  5,  d 16,  -360,  -240,  204,  -400.0

  6,  d 16,  -360,  -120,  204,  -400.0

  7,  d 16,  -360,  0,  204,  -400.0

  8,  d 16,  -360,  120,  204,  -374.0

  9,  d 16,  -360,  240,  204,  -234.9

  10,  d 16,  -240,  360,  204,  15.7

  11,  d 16,  -120,  360,  204,  98.0

  12,  d 16,  0,  360,  204,  196.9

  13,  d 16,  120,  360,  204,  285.8

  14,  d 16,  240,  360,  204,  367.3

  15,  d 16,  360,  240,  204,  320.1

  16,  d 16,  360,  120,  204,  181.2

  17,  d 16,  360,  0,  204,  33.3

  18,  d 16,  360,  -120,  204,  -110.0

  19,  d 16,  360,  -240,  204,  -264.3

  20,  d 16,  240,  -360,  204,  -400.0

  21,  d 16,  120,  -360,  204,  -400.0

  22,  d 16,  0,  -360,  204,  -400.0

  23,  d 16,  -120,  -360,  204,  -400.0

  24,  d 16,  -240,  -360,  204,  -400.0

; Result Summary:

  Axial Compresion,  ØPno = 6,750.4 kN

  Axial Tension,     ØPnt = -1,762.6 kN

  Moment Capacity,   ØMnx = 1,287.9 kN-m

  Moment Capacity,   ØMny = 385.0 kN-m

  Resultant Capacity, ØMnxy = 1,344.2 kN-m

  Resultant Angle        = 16 Deg.

  Concrete volume   = 0.48 m^3

  Main Steel weight = 37.92 Kg/m

  Steel weight/ volume = 79.00  Kgm^3