D10.A.8 Column Design Output
The next table illustrates different levels of the column design output.
The output is generated without any TRACK specification (or TRACK 0):
==================================================================== COLUMN NO. 1 DESIGN PER MEX NTC-87 - AXIAL + BENDING FY - 411.9 FC - 19.6 MPa SQRE SIZE 30.0 x 30.0 (mm) TIED AREA OF STEEL REQUIRED =1422.857 BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 12 - NUMBER 4 1.693 1 END 0.700 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TRACK 1 generates the following additional output:
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal.(mm) 1807.71 1807.71 472.28 89.02 18.8 M0 P-tens. Des.Pn 'Des.Mn e/h 66.71 -627.70 106.12 35.18 0.074 ----------------------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal.(mm) 1807.71 1807.71 472.28 89.02 18.8 M0 P-tens. Des.Pn 'Des.Mn e/h 66.71 -627.70 106.12 44.63 0.093 -----------------------------------------------------------------------
TRACK 2 generates the interaction diagram output in addition to all the above:
Pn Mn Pn Mn (@ Z ) | 1668.66 12.60 834.33 76.51 P0 |* 1529.60 29.22 695.27 81.63 | * 1390.55 43.18 556.22 86.29 Pn,max|__* 1251.49 54.53 417.16 87.72 | * 1112.44 63.31 278.11 83.38 Pn | * 973.38 70.55 139.05 76.67 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 1668.66 12.60 834.33 76.51 COMPRESSION| * 1529.60 29.22 695.27 81.63 Pb|-------*Mb 1390.55 43.18 556.22 86.29 | * 1251.49 54.53 417.16 87.72 ___________|____*_______ 1112.44 63.31 278.11 83.38 | * M0 Mn, 973.38 70.55 139.05 76.67 | * BENDING P-tens|* MOMENT |