Thank you so much for this video. I really learned alot from your videos.

thank you so much sir,for sharing valuable information.

Excelente aporte, muchas gracias

Thank you so much brother, because of you my problem is solved

thank you so much, your tutorial very helpful for my task. i used SAP2000 and its still work :)

@EngineeringLearningPlatform

7 ай бұрын

No problem. Must watch our sap2000 and etabs course on udemy

Since the beams are supported on column....how can you release the moment in the beams ??

@ashutoshpandya570

2 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...... 👍

too informative/ knowledgeable video, request you to upload safe videos what values or combos we transfer to design foundation ?

@EngineeringLearningPlatform

5 жыл бұрын

Yes i have uploaded how to transfer etabs floor to safe, but will upload safe tutorials soon

@khalidsikandar6772

5 жыл бұрын

@@EngineeringLearningPlatform thnx Bro

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..

@EngineeringLearningPlatform

4 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.

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

@brynegaexy5246

2 жыл бұрын

Or is this a steel structure? didn't pay attention

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?

@EngineeringLearningPlatform

5 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

@sagurkhan5795

5 жыл бұрын

@@EngineeringLearningPlatform thanks

@pulkitvelani

3 жыл бұрын

This will not be useful for earthquake design where we need -ve rft as well.

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.

@EngineeringLearningPlatform

4 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

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

@EngineeringLearningPlatform

4 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

@santoshgadiya3718

2 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..

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?

@EngineeringLearningPlatform

5 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.

@anand4236

4 жыл бұрын

@@EngineeringLearningPlatform.. What will happen if we wantedly release torsion for all the beam.. Will it cause any reduction in strength of structure

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

@EngineeringLearningPlatform

4 жыл бұрын

Yes increase section size or see shear force diagram at design combo and calculate manually sectional dimensions required .

Sir does etabs needs bigger beams and columns sizes than the sizes we use practically??

@EngineeringLearningPlatform

3 жыл бұрын

No.

Sir please can u make a video on designing of inclined column and sunken slab in etabs

@EngineeringLearningPlatform

4 жыл бұрын

Sure .

@mdshahebaz9567

4 жыл бұрын

@@EngineeringLearningPlatform am impatiently awaiting for u r updates jazakallahu khaira sir

@mdshahebaz9567

4 жыл бұрын

What happen sir please can u make a video for us

@mdshahebaz9567

4 жыл бұрын

Sir please am waiting for u r updates

also if you please explain about plinth beam

@EngineeringLearningPlatform

5 жыл бұрын

Sure

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?

@EngineeringLearningPlatform

3 жыл бұрын

If it's compatibility torsion thn u can release other wise not

@sremix2818

3 жыл бұрын

@@EngineeringLearningPlatform i am confused whether a stair landing beam with a 1 ft of cantilever landing slab is in compatibility torsion?

How to fix up if upper storied column pmm ratio is greater than lower storied column.please help me

@EngineeringLearningPlatform

3 жыл бұрын

Is it high seismic zone? Check the design combination and see moment M3 diagram at that combination to find out behavior

what will be the detailing for the moment release beam?????

@008civ_roufahmad9

6 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.

Sir send video how to pass failed steel columns

@EngineeringLearningPlatform

5 жыл бұрын

This weekend

how to make slab strong enough to take all the torsion and not transfer it to the beams??

@EngineeringLearningPlatform

Жыл бұрын

See slab design tutorials for that on this channel

Sir, There's showing no rebar in etabs details during detailing.what should do...???

@EngineeringLearningPlatform

4 жыл бұрын

You have drawn steel columns

Change in I for slabs to 0.25 is for flat slabs not for slabs supported on beams.

@EngineeringLearningPlatform

4 жыл бұрын

For all slabs .

@Osama-Anwar

4 жыл бұрын

@@EngineeringLearningPlatform Ok.

thank you so much for uploading this video...this helped me a lot

@structures-rw6nj

3 жыл бұрын

kzread.info/dash/bejne/gWSqwciNebrAcqQ.html

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

@EngineeringLearningPlatform

4 жыл бұрын

Not everything can be referenced, there are some logics and practices by experience .

dear Sir, plz put timestamp for each case. thank you

@EngineeringLearningPlatform

2 жыл бұрын

Sure. will do soon

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

@EngineeringLearningPlatform

2 жыл бұрын

No Don't release it. Only use modifiers, to keep the total forces' magnitude same

@sarangsahu9432

2 жыл бұрын

@@EngineeringLearningPlatform sorry I wrote release but I meant modified only

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

@EngineeringLearningPlatform

4 жыл бұрын

Dont reduce for external beama

@anand4236

4 жыл бұрын

@@EngineeringLearningPlatform.. What will happen if we wantedly release torsion for all the beams.. Will it cause any reduction in strength of structure

@EngineeringLearningPlatform

4 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

@EngineeringLearningPlatform

4 жыл бұрын

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