Lesson#6:Analysis of a Structure, Finite Element Analysis of Slabs, Expressing Results

[@abeeraqeel2433]

Excellent job, many thanks

[@emmanuelodoba4623]

Thank you from Nigeria

[@RadfanOjailah]

Pleasure

[@sherwanmohammed6614]

thanks for your time and good tutorial

[@RadfanOjailah]

My pleasure

[@dionko7702]

Greetings from Singapore, theres hardly any good tutorials online, so i have to thank you for your time and effort. May i ask if it is required to add the beam line load? My understanding is that the slab would transfer the loads over to the beam. Thanks!

[@RadfanOjailah]

My pleasure, I'll make sure to include that in a new video

[@sylvesterwanyonyi6647]

usually you can choose to distribute your superimposed loads as a udl or make them as line loads on beams for the case of partition walls or perimeter walls..It is to the designers discrition

[@byaringan13]

Good stuff. How do you define reinforcement for the curved beams and slabs?

[@manueldario3755]

very good

[@olevel_maths1470]

Finite element structural analysis basics kzbin.info/www/bejne/gaXHiKJvasihbNk

[@2000adolf]

ing. radfan ojailah, tutoriales sobre armado de acero en losas macizas de concreto armado en robot structural, gracias

[@tomrikomazuz1]

first of all thank you for the tutorial, but why did you add the salf-weight to the ll we already have it in the DL, and there is no need to add it the LL, Thanks.

[@olevel_maths1470]

Finite element structural analysis basics kzbin.info/www/bejne/gaXHiKJvasihbNk

[@multicadddesignstudio5082]

Super

[@uvensanjay2017]

Do ypu have a link to download the software,please help me

[@Rich2Much]

Hey, Pls can you explain why you change the slab to shell and not to shell1 like you define to slab two way?

[@olevel_maths1470]

Finite element structural analysis basics kzbin.info/www/bejne/gaXHiKJvasihbNk

[@sbr4897]

he didn't explain because he shouldn't be teaching

[@mansoorsamadi1464]

You cannot just pick shell. You need to know what kind of elements (3 note, 4 note, 6 note or 8 note) that is suited for that kind of slab, afterwards you need to create a mesh and then you need to see if the calculations are good. The mesh can be bad if the calcuulations are far away from your calculations, if it is far away then you need to either decide to make a new mesh more detailed or maybe pick different mesh element. I suggest you watch a little about what FEM is and maybe read a little about it. I assume for this video it was just an example so it does not matter, dont listen to that other guy commenting the youtuber is really good at showing Robot

[@litopanaligan4465]

Hi Engr. Radfan, when you analyse the floor slab, do you have to define its own weight? or the software will automatically apply it on the structure and all you have to define is the imposed loads? thanks?

[@RadfanOjailah]

Lito Panaligan Hi When you assign load types firstly add DL1 which will be the own weight then add DL2 which will include other dead loads , finally add LL or any other type of loads. The point is; the program consider DL1 as selfweight

[@fritzerwinpanaligan7737]

thank you very much for your reply. how about designing the curved beams? What I mean is, how do you determine the reinforcement of curved beams? thank you in advance..

[@sujithpayyanur9624]

Hi can you create a course on Udemy regarding Robot structural analysis, Low risk building less than 16 m heights?

[@sbr4897]

I prefer if you tell us the commands without explaining because your explanation is horrible