D12.A.8.1 Output for member design
Output example for TRACK 0.0
| Symbol | Description | Unit |
|---|---|---|
| MEMB | Member number | kN |
| FX | Axial force in the member (T = tension, C = compression) | kN·m |
| MYs | Start moment about the y-axis | kN·m |
| MYm | Mid moment about the y-axis | kN·m |
| MYe | End moment about the y-axis | kN·m |
| MYb | Buckling moment about the y-axis | kN·m |
| RATIO | Interaction ratio | |
| LOAD | The critical load case number | |
| TABLE | Section type (HE, IPE, TUBE, etc.) | |
| MZs | Start moment about z-axis | kN·m |
| MZm | Mid moment about the z-axis | kN·m |
| MZe | End moment about the z-axis | kN·m |
| MZb | Buckling moment about z-axis | kN·m |
| COND | Critical condition | |
| DIST | Distance from the start of the member to the critical section | m |
NS3472 (VERSION 06002)
UNITS ARE KN AND METE
MEMB FX MYs MYm MYe MYb RATIO LOAD
TABLE MZs MZm MZe MZb COND DIST
===============================================================================
1 12.80 C 0.0 0.0 0.0 0.0 5.08 1
FAIL PIPS40 (AISC SECTIONS)
31.9 -15.9 -36.2 36.2 STAB 10.00
4 24.20 C 0.0 0.0 0.0 0.0 1.30 1
FAIL PIPS40 (AISC SECTIONS)
-0.2 -1.4 -2.9 2.9 STAB 14.14
3 26.31 C 0.0 0.0 0.0 0.0 0.78 1
PIPS40 (AISC SECTIONS)
5.1 1.3 2.5 5.1 STAB 0.00
2 4.02 C 0.0 0.0 0.0 0.0 0.58 1
PIPD60 (AISC SECTIONS)
36.4 -38.1 -6.8 38.9 STAB 5.83
5 5.02 T 0.0 0.0 0.0 0.0 0.34 1
PIPS40 (AISC SECTIONS)
3.6 -1.8 1.7 2.8 VMIS 0.00
Output example for TRACK 1.0
| Symbol | Description | Unit |
|---|---|---|
| CURVE St | Buckling curve about the strong axis | |
| CURVE Wk | Buckling curve about the weak axis | |
| Beta Z | Buckling length factor about z-axis | |
| Beta Y | Buckling length factor about y-axis | |
| FYLD | Allowable yield strength | N/mm2 |
| Betamz | Equivalent moment factor βm about z-axis | |
| Betamy | Equivalent moment factor βm about y-axis | |
| Fak Z | Factor k according to 12.3.4.2 about the z-axis | |
| Fak Y | Factor k according to 12.3.4.2 about the y-axis | |
| MYD | Moment capacity about the y axis | kN·m |
| MZD | Moment capacity about the z axis | kN·m |
| MVD | Lateral buckling moment | kN·m |
| IR1 | Interaction ratio for buckling without lateral buckling (Cl. 12.3.4.2) | |
| IR2 | Interaction ratio for buckling with lateral buckling (Cl. 12.3.4.2) | |
| VON MISES | Interaction ratio for von Mises |
NS3472 (VERSION 06002)
UNITS ARE KN AND METE
MEMB FX MYs MYm MYe MYb RATIO LOAD
TABLE MZs MZm MZe MZb COND DIST
===============================================================================
1 12.80 C 0.0 0.0 0.0 0.0 5.08 1
FAIL PIPS40 (AISC SECTIONS)
31.9 -15.9 -36.2 36.2 STAB 10.00
|-------------------------------------------------------------------------|
| CURVE St A Wk A Beta Z 1.00 Beta Y 1.00 FYLD= 235. N/MM2 |
| Betamz=1.295 Betamy=1.000 FakZ=1.500 FakY=1.500 |
| MYD =.112E+2 KNM MZD =.112E+2 KNM MVD =.112E+2 KNM |
| IR1 = 5.076 IR2 = 5.076 VON MISES = 3.251 |
|-------------------------------------------------------------------------|
2 4.02 C 0.0 0.0 0.0 0.0 0.58 1
PIPD60 (AISC SECTIONS)
36.4 -38.1 -6.8 38.9 STAB 5.83
|-------------------------------------------------------------------------|
| CURVE St A Wk A Beta Z 1.00 Beta Y 1.00 FYLD= 235. N/MM2 |
| Betamz=1.377 Betamy=1.000 FakZ=1.021 FakY=1.033 |
| MYD =.701E+2 KNM MZD =.701E+2 KNM MVD =.701E+2 KNM |
| IR1 = 0.575 IR2 = 0.575 VON MISES = 0.557 |
|-------------------------------------------------------------------------|
3 26.31 C 0.0 0.0 0.0 0.0 0.78 1
PIPS40 (AISC SECTIONS)
5.1 1.3 2.5 5.1 STAB 0.00
|-------------------------------------------------------------------------|
| CURVE St A Wk A Beta Z 1.00 Beta Y 1.00 FYLD= 235. N/MM2 |
| Betamz=2.152 Betamy=1.000 FakZ=0.602 FakY=1.500 |
| MYD =.112E+2 KNM MZD =.112E+2 KNM MVD =.112E+2 KNM |
| IR1 = 0.784 IR2 = 0.784 VON MISES = 0.510 |
|-------------------------------------------------------------------------|
4 24.20 C 0.0 0.0 0.0 0.0 1.30 1
FAIL PIPS40 (AISC SECTIONS)
-0.2 -1.4 -2.9 2.9 STAB 14.14
|-------------------------------------------------------------------------|
| CURVE St A Wk A Beta Z 1.00 Beta Y 1.00 FYLD= 235. N/MM2 |
| Betamz=1.510 Betamy=1.000 FakZ=1.500 FakY=1.500 |
| MYD =.112E+2 KNM MZD =.112E+2 KNM MVD =.112E+2 KNM |
| IR1 = 1.304 IR2 = 1.304 VON MISES = 0.310 |
|-------------------------------------------------------------------------|
Output example for TRACK 2.0
| Symbol | Description | Unit |
|---|---|---|
| MEMB | Member number | |
| Sx | Axial stress in the member (T = tension, C = compression) | N/mm2 |
| Sby | Stress from moment about y-axis | N/mm2 |
| Sbz | Stress from moment about z-axis | N/mm2 |
| Stot | Sum of Sx + Sby + Sbz | N/mm2 |
| Spmx | Not used | |
| Spmn | Not used | |
| Svm | von Mises stress | N/mm2 |
| Ty | Stress from shear force in the y direction | N/mm2 |
| Tz | Stress from shear force in the z direction | N/mm2 |
| Tto | Total shear stress used in von Mises calculation | N/mm2 |
| TABLE | Section type (HE, IPE, TUBE, etc.) | |
| POINT | Location in cross section with maximum von Mises stress | |
| LOAD | Governing load condition | |
| DIST | Distance from the start of the member to the critical section | m |
Output example for TRACK 3
| Symbol | Description | Unit |
|---|---|---|
| MEMB | Member number | |
| FX | Axial force in the member (T = tension, C = compression) | kN |
| MYs | Start moment about the y-axis | kN·m |
| MYm | Mid moment about the y-axis | kN·m |
| MYe | End moment about the y-axis | kN·m |
| MYb | Buckling moment about the y-axis | kN·m |
| RATIO | Interaction ratio | |
| LOAD | The criticl load case number | |
| TABLE | Section type (HE, IPE, TUBE, etc.) | |
| MZs | Start moment about the z-axis | kN·m |
| MZm | Mid moment about the z-axis | kN·m |
| MZe | End moment about the z-axis | kN·m |
| MZb | Buckling moment about the z-axis | kN·m |
| COND | Critical condition | |
| DIST | Distance from the start of the member to the critical section | m |
