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
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 ?
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
* * * 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??
I love this video so much. thank you!
thank you soo much, very helpful.
Sir please tell me, howcan I solve this problem in etabs (error in creating frame element hinges)
i had followed all the instruction but still getting same error structure has no unrestrained masses
hey can u tell me how to remove overlapping of beams after checking of model
+TARASHANKAR SHARMA Delete all overlapped beams & draw again.
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
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
also if this doesn't work, try exporting .e2k text file and again import the same file in a new ETABS window!!!
how to solve the " area load transfer " warning message ?
zero or negative modal-mass values were detected during iteration .... Please Help me about this problem
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
Hi sir, nice video, could you please tell me the name of the background music? I really like it.
thanks so much, i did it
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.
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 ?
Thanks a lot.
Thank you.
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
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
* * * 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??
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