How to Resolve one Common Warning & Two Major errors in ETABS model

Watch very important tutorial- How to Resolve one Common Warning (Line Load has not transferred) & Two Major errors in ETABS model (Error in Creating analysis model & Structure has no (Unrestrained Mass), No eigen mode found) -Must Watch .

[alshaari]

Sir please tell me, howcan I solve this problem in etabs (error in creating frame element hinges)

[umerahmed]

i had followed all the instruction but still getting same error structure has no unrestrained masses

[tarashankarsharma]

hey can u tell me how to remove overlapping of beams after checking of model

[raktimbarua]

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.

[hussienel.anwary]

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

[VikharShabeebAhmed]

also if this doesn't work, try exporting .e2k text file and again import the same file in a new ETABS window!!!

[asadraziq]

how to solve the " area load transfer " warning message ?

[DelipRai]

zero or negative modal-mass values were detected during iteration .... Please Help me about this problem

[manish]

Hello sir, myself Monish 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

[olivermorales]

Hi sir, nice video, could you please tell me the name of the background music? I really like it.

how to click and hold mouse to move line like you ?

[Guled]

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 ?

[nageshkumarcs]

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?

[mahmudulhassan]

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

[aryatayal]

* * * 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??

[stephenwesly]

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