Elastic Section: Difference between revisions
Jump to navigation
Jump to search
No edit summary |
mNo edit summary |
||
| Line 5: | Line 5: | ||
{| style="background:yellow; color:black; width:800px" | {| style="background:yellow; color:black; width:800px" | ||
| '''section Elastic $secTag $E $A $Iz <$G $alpha>''' | | '''section Elastic $secTag $E $A $Iz <$G $alpha>''' | ||
|- | |||
| '''section Elastic $secTag $E $A $Iz $Iy $G $J <$alpha>''' | | '''section Elastic $secTag $E $A $Iz $Iy $G $J <$alpha>''' | ||
|} | |} | ||
Revision as of 19:41, 14 September 2012
- Command_Manual
- Tcl Commands
- Modeling_Commands
- model
- uniaxialMaterial
- ndMaterial
- frictionModel
- section
- geometricTransf
- element
- node
- sp commands
- mp commands
- timeSeries
- pattern
- mass
- block commands
- region
- rayleigh
- Analysis Commands
- Output Commands
- Misc Commands
- DataBase Commands
This command allows the user to construct an ElasticSection. The inclusion of shear deformations is optional.
| section Elastic $secTag $E $A $Iz <$G $alpha> |
| section Elastic $secTag $E $A $Iz $Iy $G $J <$alpha> |
| $secTag | unique section tag |
| $E | Young's Modulus |
| $A | cross-sectional area of section |
| $Iz | second moment of area about the local z-axis |
| $Iy | second moment of area about the local y-axis (required for 3D analysis) |
| $G | Shear Modulus (optional for 2D analysis, required for 3D analysis) |
| $J | torsional moment of inertia of section (required for 3D analysis) |
| $alpha | shear shape factor (optional) |
NOTES:
- The elastic section can be used in the nonlinear beam column elements. Sometimes when building the model it is useful to do so to check the model being built.
Code Developed by: fmk