D14.B.10 Tabulated Results of Steel Design
Results of code checking and member selection are presented in a tabular format. The term CRITICAL COND refers to the section of the SANS10162-1:1993 specification, which governed the design.
If the TRACK parameter is set to 1.0, the output will be displayed as follows:
************************************** STAAD.PRO CODE CHECKING (SOUTHAFRICAN STEEL/SANS10162-1:1993 ) ************************************** ALL UNITS ARE - KNS MET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 1 ST 406X67UB (SOUTHAFRICAN SECTIONS) PASS SAB-13.8 0.543 1 0.00 0.00 -191.90 4.08 |---------------------------------------------------------------------| | FACTORED RESISTANCES FOR MEMBER- 1 UNIT - KN,M PHI = 0.90 | | MRZ= 353.27 MRY= 63.99 | | CR= 453.21 TR= 2308.50 VR= 642.00 | |---------------------------------------------------------------------|
Factored member resistances will be printed out. Following is a description of some of the items printed out.
Output Term | Description |
---|---|
MRZ | Factored moment of resistance in z direction |
MRY | Factored moment of resistance in y direction |
CR | Factored compressive resistance for column |
TR | Factored tensile capacity |
VR | Factored shear resistance |
Further details can be obtained by setting TRACK to 2.0. A typical output of track 2.0 parameter is as follows.
************************************** STAAD.PRO CODE CHECKING (SOUTHAFRICAN STEEL/SANS10162-1:1993 ) ************************************** ALL UNITS ARE - KNS MET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 1 ST 406X67UB (SOUTHAFRICAN SECTIONS) PASS SAB-13.8 0.543 1 0.00 0.00 -191.90 4.08 MEMBER PROPERTIES (UNIT = CM) ----------------------------- CROSS SECTION AREA = 8.55E+01 MEMBER LENGTH = 7.00E+02 IZ = 2.43E+04 SZ = 1.19E+03 PZ = 1.35E+03 IY = 1.36E+03 SY = 1.52E+02 PY = 2.37E+02 MATERIAL PROPERTIES (UNIT = MPA) -------------------------------- FYLD = 300.0 FU = 345.0 SECTION CAPACITIES (UNIT - KN,M) --------------------------------- CRY = 4.532E+02 CRZ = 2.016E+03 CTORFLX = 4.532E+02 TENSILE CAPACITY = 2.308E+03 COMPRESSIVE CAPACITY = 4.532E+02 FACTORED MOMENT RESISTANCE : MRY = 6.399E+01 MRZ = 3.533E+02 FACTORED SHEAR RESISTANCE : VRY = 6.420E+02 VRZ = 6.075E+02 MISCELLANEOUS INFORMATION -------------------------- NET SECTION FACTOR FOR TENSION = 85.000 KL/RY = 175.514 KL/RZ = 41.522 ALLOWABLE KL/R = 300.000 UNSUPPORTED LENGTH OF THE COMPRESSION FLANGE (M) = 4.000 OMEGA-1 (Y-AXIS) = 1.00 OMEGA-1 (Z-AXIS) = 1.00 OMEGA-2 = 1.75 SHEAR FORCE (KNS) : Y AXIS = -6.305E+01 Z AXIS = 0.000E+00 SLENDERNESS RATIO OF WEB (H/W) = 4.33E+01
Following is a description of some of the items printed out.
Output Term | Description |
---|---|
CRY | Factored compressive resistance for column buckling about the local y axis |
CRZ | Factored compressive resistance for column buckling about the local z axis |
CTORFLX | Factored compressive resistance against torsional flexural buckling |
TENSILE CAPACITY | Factored tensile capacity |
COMPRESSIVE CAPACITY | Factored compressive capacity |
FACTORED MOMENT RESISTANCE |
MRY = Factored moment of resistance in y direction MRZ = Factored moment of resistance in z direction |
FACTORED SHEAR RESISTANCE |
VRY = Factored shear resistance in y direction VRZ = Factored shear resistance in z direction |