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 .

[@alshaari3048]

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

[@umerahmed8199]

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

[@mahmudulhassan1641]

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

[@MrOsamasohaib]

Thank you.

[@davidsok9713]

I love this video so much. thank you!

[@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?

[@Decodebd]

[e-mail]

[@hussienel.anwary990]

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

[@notyourtypicalgemini]

thank you soo much, very helpful.

[@deelip222]

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

[@VikharShabeebAhmed]

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

[@tarashankarsharma3372]

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

[@Decodebd]

+TARASHANKAR SHARMA Delete all overlapped beams & draw again.

[@Guled98]

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 ?

[@raktimbarua6973]

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.

[@alexminhnguyen2016]

just assign semirigid diaphragm, the program will compute COM and separate the 2 floor correctly

[@manish1058]

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

[@tarekashraf1902]

manish kumar the same problem I have

[@ansariabid5623]

@@tarekashraf1902 did u found solution for this

[@asadraziq4778]

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

[@therecogniser2122]

Thanks a lot.

[@n2nnghiabeo]

thanks so much, i did it

[@olivermorales5783]

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 ?

[@manish1058]

use reshape object option tool in etabs and select the particular member to move or to edit.

[@stephenwesly4949]

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

[@aryatayal129]

* * * 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??