SESSION_START:2026-05-19T15:02:08
SESSION_END:2026-05-19T15:02:33
3:STARTED:		Tue May 19 2026 15:02:08
3:MODEL: 		Bi-Axial
3:STAGE: 		-
3:FROM: 		-
3:MODEL TYPE:	Three Dimensional
3:ANALYSIS TYPE:	Load Multiplier
3:ELEMENT TYPE:	Mixed
3:TIME SCOPE:	Long Term
3:----------------------------------------------------------------------------------------------
3:
RUNNING LIMIT ANALYSIS

3:----------------------------------------------------------------------------------------------
3:ADAPT   ITE   LOAD         ELEMENTS    ELEMENTS      TIME     PROBLEM         
3:STEP          MULTIPLIER   (SOLID)    (INTERFACE)   (MM:SS)   STATUS          
3:----------------------------------------------------------------------------------------------
3:1       1     262.3          4763          -         00:21    Converged       
3:----------------------------------------------------------------------------------------------
3:
LOAD MULTIPLIER = 262.3
3:==============================================================================================
3:STARTED:		Tue May 19 2026 15:02:30
3:MODEL: 		TXC
3:STAGE: 		-
3:FROM: 		-
3:MODEL TYPE:	Three Dimensional
3:ANALYSIS TYPE:	Load Multiplier
3:ELEMENT TYPE:	Mixed
3:TIME SCOPE:	Long Term
3:----------------------------------------------------------------------------------------------
3:
RUNNING LIMIT ANALYSIS

3:----------------------------------------------------------------------------------------------
3:ADAPT   ITE   LOAD         ELEMENTS    ELEMENTS      TIME     PROBLEM         
3:STEP          MULTIPLIER   (SOLID)    (INTERFACE)   (MM:SS)   STATUS          
3:----------------------------------------------------------------------------------------------
3:1       1     262.2            24          -         00:00    Converged       
3:----------------------------------------------------------------------------------------------
3:
LOAD MULTIPLIER = 262.2
3:==============================================================================================
3:STARTED:		Tue May 19 2026 15:02:30
3:MODEL: 		TXE
3:STAGE: 		-
3:FROM: 		-
3:MODEL TYPE:	Three Dimensional
3:ANALYSIS TYPE:	Load Multiplier
3:ELEMENT TYPE:	Mixed
3:TIME SCOPE:	Long Term
3:----------------------------------------------------------------------------------------------
3:
RUNNING LIMIT ANALYSIS

3:----------------------------------------------------------------------------------------------
3:ADAPT   ITE   LOAD         ELEMENTS    ELEMENTS      TIME     PROBLEM         
3:STEP          MULTIPLIER   (SOLID)    (INTERFACE)   (MM:SS)   STATUS          
3:----------------------------------------------------------------------------------------------
3:1       1     0              1110          -         00:02    Not Converged   
3:Limit analysis problem is not stable
6:Limit analysis problem is not stable
3:==============================================================================================
3:STARTED:		Tue May 19 2026 15:02:33
3:MODEL: 		Elastic TXC
3:STAGE: 		-
3:FROM: 		-
3:MODEL TYPE:	Three Dimensional
3:ANALYSIS TYPE:	Deformation
3:ELEMENT TYPE:	Mixed
3:TIME SCOPE:	Long Term
3:----------------------------------------------------------------------------------------------
3:
RUNNING INITIAL STRESS ANALYSIS

3:----------------------------------------------------------------------------------------------
3:ELEMENTS    ELEMENTS      TIME     PROBLEM         
3:(SOLID)    (INTERFACE)   (MM:SS)   STATUS          
3:----------------------------------------------------------------------------------------------
3:    34          -         00:00    Converged       
3:----------------------------------------------------------------------------------------------
3:
RUNNING ELASTIC ANALYSIS

3:----------------------------------------------------------------------------------------------
3:ADAPT   MAX DISP.   ELEMENTS    ELEMENTS      TIME     PROBLEM         
3:STEP    (m)         (SOLID)    (INTERFACE)   (MM:SS)   STATUS          
3:----------------------------------------------------------------------------------------------
3:1        7706           34          -         00:00    Converged       
3:----------------------------------------------------------------------------------------------
3:
MAX DISPLACEMENT = 7706 mm
3:==============================================================================================
---
SESSION_START:2026-05-19T15:08:18
SESSION_END:2026-05-19T15:08:19
