Etabs Full Tutorials for beginners | Analysis simply supported Beam in Etabs | Lec-02

[@qlearnify-en]

👉 Learn This Course Professionally with all required files:- In English Language (INT): soce-ac.com/ In Bengali Language (BD): ceta-ac.com/ - 👉 Download Course Related Important Excel, Documents & Files: soce-ac.com/civil-engineering-excel-sheets-documents/ - If you get help, Support/Show Your Love to Us: ❤ Buy Engr Hedaetullah & NJ Disha a coffee www.buymeacoffee.com/engr.hedaetullah ❤Join As a Member: kzbin.info/door/IffnzVZ_JL7uHt__6UEfzAjoin or ❤Give "Super Thanks" to Support/Show Your Love to Us -_-_-_- Engr Hedaetullah Founder & Instructor, Civil Engineers Training Academy- CETA School of Civil Engineering- SOCE Learn More: ceta-ac.com/engr-hedaetullah _-_-_-_

[@qlearnify-en]

Thanks for support

[@saketpandey1030]

Best lecture for ssb analysis on KZbin

[@nadeemsohail5999]

music and clicking sounds are very disturbing.

[@soltanrafiee890]

Thanks, that was helpful. I'm just wodering why does your mouse do every click 4 times more. :)

[@王秉煜]

Thanks for sharing this series. I followed your instructions step-by-step, but why were there some warnings after I ran the analysis? In addition, I used version 2020.

[@qlearnify-en]

May be you have done model incorrectly.

[@王秉煜]

@@qlearnify-en Thank you

[@BashirAhmed-jo4zq]

Nice Series of Videos, really helpful for beginners. Be blessed Bro

[@qlearnify-en]

Thank you...

[@yaasirahmed1528]

Great video 🙌🙌

[@qlearnify-en]

Thanks dear

[@engrahmadalikhan8655]

Thanks sir

[@appuvalanjanthuruthil445]

The icon used for displaying moment and shear force are inactive. How can I make it active? i.e Display frame/pier.....this icon

[@qlearnify-en]

select frame option

[@UETLHRCED15]

Whats is meaning of 2-2 and 3-3 ahead of moment and shear?

[@qlearnify-en]

more example are given in google. pls google it.

[@Blissfulvistas_]

Thank youu ❤

[@qlearnify-en]

You're welcome 😊

[@rajnishkumartripathi6321]

how did you draw this beam in start

[@aditya.latchireddi524]

IN THE SHEAR FORCE DIAGRAM VALUES SHOWS IN REVERSE i.e +5 shows as -5 and -5 shows as +5 please suggest what i will do.

[@qlearnify-en]

you are right

[@aditya.latchireddi524]

@@qlearnify-en for changing what I will do.

[@qlearnify-en]

You can change Moment direction not shear direction.

[@aditya.latchireddi524]

@@qlearnify-en please explain how I will change the moment direction.. Means steps to change moment direction.. Thanks

[@qlearnify-en]

Option-Moment Direction

[@maksudulhaquebishal8454]

Undoubtedly you are well-skilled, but for speaking in English you are not delivering properly you can speak in Bangla too . Best wishes

[@qlearnify-en]

i will try to improve. thank for your best suggestion.

[@mohdshafez3135]

Sir aapke cursor ki voice aapki voice se zyada aa rahi hai

[@qlearnify-en]

Sorry for that.

[@ırmakhalisyama]

*** Warning Message 1 *** Date & Time : 31.01.2024 18:21:45 Computer : DESKTOP-8OTG47E Run Tag : 0 Run Serial : 1 Operation : RUNNING ANALYSIS Load Case : Solving Linear Stiffness from Zero (unstressed) initial conditions Element Type : N.A. Element Name : N.A. THE STRUCTURE IS UNSTABLE OR ILL-CONDITIONED !! CHECK THE STRUCTURE CAREFULLY FOR: - INADEQUATE SUPPORT CONDITIONS, OR - ONE OR MORE INTERNAL MECHANISMS, OR - ZERO OR NEGATIVE STIFFNESS PROPERTIES, OR - EXTREMELY LARGE STIFFNESS PROPERTIES, OR - BUCKLING DUE TO P-DELTA OR GEOMETRIC NONLINEARITY, OR - A FREQUENCY SHIFT (IF ANY) ONTO A NATURAL FREQUENCY TO OBTAIN FURTHER INFORMATION: - USE THE STANDARD SOLVER, OR - RUN AN EIGEN ANALYSIS USING AUTO FREQUENCY SHIFTING (WITH ADDITIONAL MASS IF NEEDED) AND INVESTIGATE THE MODE SHAPES *** Warning Message 2 *** Date & Time : 31.01.2024 18:21:45 Computer : DESKTOP-8OTG47E Run Tag : 0 Run Serial : 1 Operation : RUNNING ANALYSIS Load Case : Solving Linear Stiffness from Zero (unstressed) initial conditions Element Type : N.A. Element Name : N.A. THE STRUCTURE IS UNSTABLE OR ILL-CONDITIONED !! CHECK THE STRUCTURE CAREFULLY FOR: - INADEQUATE SUPPORT CONDITIONS, OR - ONE OR MORE INTERNAL MECHANISMS, OR - ZERO OR NEGATIVE STIFFNESS PROPERTIES, OR - EXTREMELY LARGE STIFFNESS PROPERTIES, OR - BUCKLING DUE TO P-DELTA OR GEOMETRIC NONLINEARITY, OR - A FREQUENCY SHIFT (IF ANY) ONTO A NATURAL FREQUENCY *** Informational Message 1 *** Date & Time : 31.01.2024 18:21:45 Computer : DESKTOP-8OTG47E Run Tag : 0 Run Serial : 1 Operation : RUNNING ANALYSIS Load Case : MODAL Element Type : N.A. Element Name : N.A. NUMBER OF MODES SOUGHT REDUCED TO THE NUMBER OF MASS DEGREES OF FREEDOM *** Informational Message 2 *** Date & Time : 31.01.2024 18:21:46 Computer : DESKTOP-8OTG47E Run Tag : 0 Run Serial : 1 Operation : RUNNING CASES IN SERIES Load Case : N/A Element Type : N.A. Element Name : N.A. TOTAL TIME FOR THIS ANALYSIS: 00:00:01 How can ı fıxed this ıssue ?

[@deep0966]

did you found the answer?

[@asifulhaquebhuiyan685]

why etabs showing negative shear in left?

[@qlearnify-en]

from option pls change BMD direction.

[@asifulhaquebhuiyan685]

@@qlearnify-en Thank you

[@pallavir9877]

@@qlearnify-en how to change direction of SFD

[@qlearnify-en]

@@pallavir9877 Go to option and you will see Change moment.

[@Subbu19972]

It showing some warnings after completion of run analysis.....plz help mee!

[@qlearnify-en]

which types of warning your are facing. ?

[@rajeshkumar-by7fh]

Why warning is showing

[@qlearnify-en]

may be you have done any mistake.

[@mohammedsalahuddin3347]

how to assign a couple ( concentric moment ) on beam.

[@qlearnify-en]

i have discussed about that on next tutorials.

[@MAnas-el6cd]

Run analysis is not working after saving why?

[@qlearnify-en]

try to reopen your software

[@MAnas-el6cd]

@@qlearnify-en still not working 😓

[@yousefyaish5930]

it tells me that there is a problem with stiffness....:/

[@qlearnify-en]

check your section size and value of E

[@PramjeetDeswal]

Mouse click noise is irritating

[@qlearnify-en]

Sorry dear. That's my old video

[@CIVILREADERS]

Hindi chahiya sabko

[@MahmudulHasan-vq9yh]

You should minimize your mouse disgusting SOUND PLZ

[@qlearnify-en]

Sorry for that