DEAR SIR / WHEN I EXPORTING THE FILE AS E2K FILE TO MAKE SOME RECTIFYING THEN EXPORT IT AGAIN AND MAKE RUN THE PROGRAM SHOW ME THE ERROR MESSAGE " Error in Creating analysis model" AND I'M TRYING MORE TO SOLVE THIS PROBLEM BUT WITHOUT ANY CHANGE
Hello sir, myself Monish here........i'm having a warning problem in etabs 2016 saying the model or the structure is unstable or ill-conditioned. Can u plz help me resolve this issue. Thank You
Run Tag : 0 Run Serial : 1 Operation : RUNNING ANALYSIS Load Case : Solving Linear Stiffness from Zero (unstressed) initial conditions NUMERICAL PROBLEMS ENCOUNTERED DURING EQUATION ASSEMBLY How can i solve this?please help me
While running non-linear analysis in ETABS I am getting the following error. * * * W A R N I N G * * * THE P-M-M INTERACTION SURFACE IS NOT CONVEX, HINGE PROPERTY: C3H2, RELATIVE ERROR = 0.010275, THE SURFACE WAS ABLE TO BE ADJUSTED sir is it effect the analysis results? What is the solution to fix this error ?
* * * W A R N I N G * * * ZERO OR NEGATIVE MODAL-MASS VALUES WERE DETECTED DURING ITERATION, THE RESULTING EIGEN-MODES MAY NOT BE VALID - CHECK THEM CAREFULLY !! * * * W A R N I N G * * * NUMERICAL PROBLEMS ENCOUNTERED DURING EQUATION ASSEMBLY: I'm getting these 2 errors and there is no video available to fix this online, what to do??
![How to Solve Common Errors and Warnings in ETABS [Too close and Overlapping] Well-explained](http://i.ytimg.com/vi/AmoFAq5dZi4/mqdefault.jpg)
![How to Solve Common Errors and Warnings in ETABS [Too close and Overlapping] Well-explained](/img/tr.png)
Sir please tell me, howcan I solve this problem in etabs (error in creating frame element hinges)
also if this doesn't work, try exporting .e2k text file and again import the same file in a new ETABS window!!!
DEAR SIR /
WHEN I EXPORTING THE FILE AS E2K FILE TO MAKE SOME RECTIFYING THEN EXPORT IT AGAIN AND MAKE RUN THE PROGRAM SHOW ME THE ERROR MESSAGE " Error in Creating analysis model" AND I'M TRYING MORE TO SOLVE THIS PROBLEM BUT WITHOUT ANY CHANGE
hey can u tell me how to remove overlapping of beams after checking of model
+TARASHANKAR SHARMA Delete all overlapped beams & draw again.
I did exactly like you , There are two warnings, THE STRUCTURE HAS NO (UNRESTRAINED) MASS; NO EIGEN MODES CAN BE FOUND..How to solve this?
humayun.afec@gmail.com
Can u tell me how to assign different diaphragms for different segments of the same floor? i have got a building with an expansion joint.
just assign semirigid diaphragm, the program will compute COM and separate the 2 floor correctly
Hello sir, myself Monish here........i'm having a warning problem in etabs 2016 saying the model or the structure is unstable or ill-conditioned. Can u plz help me resolve this issue. Thank You
manish kumar the same problem I have
@@tarekashraf1902 did u found solution for this
Run Tag : 0
Run Serial : 1
Operation : RUNNING ANALYSIS
Load Case : Solving Linear Stiffness from Zero (unstressed) initial conditions
NUMERICAL PROBLEMS ENCOUNTERED DURING EQUATION ASSEMBLY
How can i solve this?please help me
zero or negative modal-mass values were detected during iteration .... Please Help me about this problem
i had followed all the instruction but still getting same error structure has no unrestrained masses
I love this video so much. thank you!
While running non-linear analysis in ETABS I am getting the following error.
* * * W A R N I N G * * *
THE P-M-M INTERACTION SURFACE IS NOT CONVEX,
HINGE PROPERTY: C3H2,
RELATIVE ERROR = 0.010275, THE SURFACE WAS ABLE TO BE ADJUSTED sir is it effect the analysis results? What is the solution to fix this error ?
thank you soo much, very helpful.
how to solve the " area load transfer " warning message ?
Hi sir, nice video, could you please tell me the name of the background music? I really like it.
Thank you.
how to click and hold mouse to move line like you ?
use reshape object option tool in etabs and select the particular member to move or to edit.
HI
How to solve warning : EIGENVALUE 2 WAS FOUND OUT OF SEQUENCE
EIGENVALUE 3 WAS FOUND OUT OF SEQUENCE
EIGENVALUE 6 WAS FOUND OUT OF SEQUENCE
thanks so much, i did it
Thanks a lot.
* * * W A R N I N G * * *
ZERO OR NEGATIVE MODAL-MASS VALUES WERE DETECTED DURING ITERATION,
THE RESULTING EIGEN-MODES MAY NOT BE VALID - CHECK THEM CAREFULLY !!
* * * W A R N I N G * * *
NUMERICAL PROBLEMS ENCOUNTERED DURING EQUATION ASSEMBLY:
I'm getting these 2 errors and there is no video available to fix this online, what to do??