thank you so much, your tutorial very helpful for my task. i used SAP2000 and its still work :)
@EngineeringLearningPlatform Жыл бұрын
No problem. Must watch our sap2000 and etabs course on udemy
@shivarajnayak32465 жыл бұрын
Since the beams are supported on column....how can you release the moment in the beams ??
@ashutoshpandya5703 жыл бұрын
You can release torsion moment in primary beams........ because it comes from the effect of secondary beams flexure moment transfer...... ultimately structure should not become unstable..... check the stability of structure...... 👍
@MuhammadHashim-d2dАй бұрын
Thanks for this incredible tutorial. You are doing a great work. I have a question? If the beam fail at 3-4 station loc against the O/S #45 how can this be solved like it passed against the combination but for a specific combination it fails? Is this ok to consider that beam as passed or we need to change the cross-section size?
@Notjustthatvideo2 жыл бұрын
Thank you so much brother, because of you my problem is solved
@theunanimous8094 жыл бұрын
How can you release moments for all beams... moment release is applicable for secondary beams and for the other main beams as they are rigid there should be negative fixed end moments
@EngineeringLearningPlatform4 жыл бұрын
That might be condition for example the positive steel previously was higher to balance the compression steel, now after releasing since there is lower compression steel as we released negative moment hence lesser or no steel at bottom to balance that . But the positive actual steel required increased if u calculate by moment . As the total moment remains wL^2/8
@santoshgadiya37182 жыл бұрын
@@EngineeringLearningPlatform plz Give some More explanation over it...as we always release the moment of Free end and of Secondary Beams... Why to release the moments of all beams..
@mostafizurrahman60015 жыл бұрын
Thanks for sharing ideas. Here you are releasing the negative moment in beam near the support. i.e you are considering beam-column connection as pin connection. But how is this possible in RCC structure? Please explain..
@EngineeringLearningPlatform5 жыл бұрын
1. In field the joints will be yeilded when design earthquake arrives . The increased positive moment reinforcement will come to action that time to carryon the dead load . 2. Releasing torsion from beam will make slab transfer very less moments(Torsion for beam) to beam and will be designed for that moment using same model.
@hossainrakib90275 жыл бұрын
1)you apply hinges in the beams but how do you implement that in the field? 2) you guve .001 for torsion how does it effect slab design?
@EngineeringLearningPlatform5 жыл бұрын
1. In field the joints will be yeilded when design earthquake arrives . The increased positive moment reinforcement will come to action that time to carryon the dead load . 2. Releasing torsion from beam will make slab transfer very less moments(Torsion for beam) to beam and will be designed for that moment using same model.
@anand42365 жыл бұрын
@@EngineeringLearningPlatform.. What will happen if we wantedly release torsion for all the beam.. Will it cause any reduction in strength of structure
@brynegaexy52463 жыл бұрын
I think there is a problem in how you used release moments to solve the issue with the negative moments, by putting hinges and eliminating the excess negative moments give the structure a reaction of a steel structure
@brynegaexy52463 жыл бұрын
Or is this a steel structure? didn't pay attention
@gaganpatidar99074 жыл бұрын
when u release the moment at first u said that there is increase in positive reinforcement. But i can see that after releasing the moment , positive reinforcement further decreased.
@EngineeringLearningPlatform4 жыл бұрын
That might be condition for example the positive steel previously was higher to balance the compression steel, now after releasing since there is lower compression steel as we released negative moment hence lesser or no steel at bottom to balance that . But the positive actual steel required increased if u calculate by moment . As the total moment remains wL^2/8
@rupeshtimsina56723 жыл бұрын
Thank you so much for this video. I really learned alot from your videos.
@khalidsikandar67725 жыл бұрын
too informative/ knowledgeable video, request you to upload safe videos what values or combos we transfer to design foundation ?
@EngineeringLearningPlatform5 жыл бұрын
Yes i have uploaded how to transfer etabs floor to safe, but will upload safe tutorials soon
@khalidsikandar67725 жыл бұрын
@@EngineeringLearningPlatform thnx Bro
@MadeWun4 жыл бұрын
Hello, I applied the beam modifyers and some of that beam passed, some still failed due to same Shear force and torsion exceeding its maximum value... How do I fix the problem... Increase in section size didn't work
@EngineeringLearningPlatform4 жыл бұрын
Yes increase section size or see shear force diagram at design combo and calculate manually sectional dimensions required .
@sagurkhan57955 жыл бұрын
thanks a bunch for sharing valuable things.. i have few concerns that is 1. whats the purpose use of design system Sds value in the structure?? 2. can I use hinges in the beam in a real structure? if yes then how will be sort of detailing with respect to beam?
@EngineeringLearningPlatform5 жыл бұрын
Sds value addition will i corporate Ev _ The vertical component of earthquake in results of EQ cases, while making beam pin-pin releases it from negative moment in top and increasing positive moment in bottom of beam causing bottom steel to increase hence beam becomes strong in resisting the gravitational moment in other way but doesnt matter which way, concern was to increase the capacity which is done . And yes detailing will be for IMRF no special
@sagurkhan57955 жыл бұрын
@@EngineeringLearningPlatform thanks
@pulkitvelani3 жыл бұрын
This will not be useful for earthquake design where we need -ve rft as well.
@prabalkhakurel69012 жыл бұрын
how to make slab strong enough to take all the torsion and not transfer it to the beams??
@EngineeringLearningPlatform2 жыл бұрын
See slab design tutorials for that on this channel
@kitar211 Жыл бұрын
Excelente aporte, muchas gracias
@apj13615 жыл бұрын
thank you so much sir,for sharing valuable information.
@tahsinulislam60954 жыл бұрын
How to fix up if upper storied column pmm ratio is greater than lower storied column.please help me
@EngineeringLearningPlatform4 жыл бұрын
Is it high seismic zone? Check the design combination and see moment M3 diagram at that combination to find out behavior
@varunchhabria14743 жыл бұрын
Sir does etabs needs bigger beams and columns sizes than the sizes we use practically??
@EngineeringLearningPlatform3 жыл бұрын
No.
@jahanulreza26363 жыл бұрын
what will be the detailing for the moment release beam?????
@008civ_roufahmad910 ай бұрын
we do not provide the development length when we release the moment in a beam , but in internal supports it is practically difficult to get the beams simply supported . I think this may be the reason.
@Osama-Anwar4 жыл бұрын
Change in I for slabs to 0.25 is for flat slabs not for slabs supported on beams.
@EngineeringLearningPlatform4 жыл бұрын
For all slabs .
@Osama-Anwar4 жыл бұрын
@@EngineeringLearningPlatform Ok.
@ALLisWELL-kp1my4 жыл бұрын
Sir, There's showing no rebar in etabs details during detailing.what should do...???
@EngineeringLearningPlatform4 жыл бұрын
You have drawn steel columns
@mdshahebaz95675 жыл бұрын
Sir please can u make a video on designing of inclined column and sunken slab in etabs
@EngineeringLearningPlatform5 жыл бұрын
Sure .
@mdshahebaz95675 жыл бұрын
@@EngineeringLearningPlatform am impatiently awaiting for u r updates jazakallahu khaira sir
@mdshahebaz95675 жыл бұрын
What happen sir please can u make a video for us
@mdshahebaz95675 жыл бұрын
Sir please am waiting for u r updates
@sremix28184 жыл бұрын
My stair beams are faling due to "shear stress due to shear force and torsion together exceeds maximum allowed". Already provided beam of 12 x 24 inch which seems to me too much for a 6 storied building. Should i release torsion?
@EngineeringLearningPlatform4 жыл бұрын
If it's compatibility torsion thn u can release other wise not
@sremix28184 жыл бұрын
@@EngineeringLearningPlatform i am confused whether a stair landing beam with a 1 ft of cantilever landing slab is in compatibility torsion?
@javulmomin36045 жыл бұрын
Sir send video how to pass failed steel columns
@EngineeringLearningPlatform5 жыл бұрын
This weekend
@sarangsahu94322 жыл бұрын
1) to pass the OS#45 beam you released T, I22 and I33 0.001, 0.35 & 0.35 respectively... can we release only T to 0.001 and keep I22 & I33 as 1 only is it right or wrong... 2) is it ok to release T, I22 & I33 on few beams (which are failing due to OS45) only and remaining beams can take torsion 3) and also please make a video on "how the design of slab will be affected when we release T, I22 & I33 on beams
@EngineeringLearningPlatform2 жыл бұрын
No Don't release it. Only use modifiers, to keep the total forces' magnitude same
@sarangsahu94322 жыл бұрын
@@EngineeringLearningPlatform sorry I wrote release but I meant modified only
@khalidsikandar67725 жыл бұрын
also if you please explain about plinth beam
@EngineeringLearningPlatform5 жыл бұрын
Sure
@kuldeeps38302 жыл бұрын
dear Sir, plz put timestamp for each case. thank you
@EngineeringLearningPlatform2 жыл бұрын
Sure. will do soon
@gninthgilardnegangaming99994 жыл бұрын
thank you so much for uploading this video...this helped me a lot
@structures-rw6nj3 жыл бұрын
kzbin.info/www/bejne/hWHZkJmKfryNeKM
@maysamsameer82184 жыл бұрын
Sir,, Is there any refrence for what u have mentioned abt how we can pass a beam or column? I need the refrence to mention it in the caitation in my homework report. Thanks
@EngineeringLearningPlatform4 жыл бұрын
Not everything can be referenced, there are some logics and practices by experience .
@anand42365 жыл бұрын
Sir even I reduced torsion to 0.001.. Still it was failing... I use is 456 2000 Indian code... Please help me sir.. I have to submit the project in this week
@EngineeringLearningPlatform5 жыл бұрын
Dont reduce for external beama
@anand42365 жыл бұрын
@@EngineeringLearningPlatform.. What will happen if we wantedly release torsion for all the beams.. Will it cause any reduction in strength of structure
@EngineeringLearningPlatform5 жыл бұрын
@@anand4236 No. It will transfer forces to slab itself, and design slab to take all moment, however don't release from external beams as it is compatibilty torsion and for internal beams can be ignored as balanced from two spans on each side
@EngineeringLearningPlatform5 жыл бұрын
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