Earthquake analysis in STAAD Pro by IS code

Рет қаралды 33,600

5 жыл бұрын

In this Video lecture you are able to learn about Seismic analysis of Building in Staad Pro.
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Пікірлер: 46

@omgomase84 4 жыл бұрын

As we defined self load while defining EQ parameter, so I think it would not be define again beam member weight, because it will unnecessarily increase seismic weight and thereby hamper the structural output.

@rmathew3595 Жыл бұрын

Correct.

@engineerashfaque 3 жыл бұрын

You already considered selfweight which covers beam/ slab/column self weights, then why did you add again beam & slab weight?

@jintamolp.y.2230 3 жыл бұрын

Since member weights are added here whether it is needed to add self weight again in DL option

@ManojKumar-wp3bx 2 жыл бұрын

We consider the floor load 3.5 kn..while slab dead load already takes and assigned in self weight ..so we should take only 1 to 1.5 kn floor load that is its finishing load..m i right sir

@civilengineering3438 3 жыл бұрын

Sir you have applied member load in E.Q analysis to all beam but you have not applied floor load to all plates which you have generated. pl clarify only we have to generate the floor load not applied to its plate elemets?

@dr.rajeevanb3471 4 жыл бұрын

I think you need not add weight of beam as member weight. That will be already calculated by the self weight option. The member weight is for including the partition loads. Right?

@sayandas8914 2 жыл бұрын

Yes

@sugatmohod6416 2 жыл бұрын

brother do you have something on " Seismic Analysis of Silo"

@MG-ny1ue 2 жыл бұрын

No need to calculate dead weight of concrete for sismic analysis. It calculates automatically. Instead of calculating dead weight of beam , calculate dead weight of wall resting on beam

@rahimsafi6275 4 жыл бұрын

we do not use - sign for load in seismic analysis

@nikolastheologou7081 5 жыл бұрын

Thanks a lot for your video! Why Did you reduce the damping ratio from 5 to 0.05? The five in the beginning did not meant five percent?

@civilengineeringbyshravan9596 5 жыл бұрын

If we are not consider 0.05 it will show you error message as damping ratio limit exceeding

@pujajha9976 4 жыл бұрын

kzfaq.info/get/bejne/mtd8ipV7precdI0.html

@omgomase84 4 жыл бұрын

Sir please make a correction while defining a floor weights pressure=(DL+0.25/0.5 LL) kN/m2. here DL=Self weight of slab+superimposed DL.

@ManojKumar-wp3bx 2 жыл бұрын

We take uni load 2.5 kn and assigned for beam ...while dead load already taken..why in seismic load we again assigned it..kindly clear

@Souvik62674 4 жыл бұрын

Why do you add member weight and floor weight ??

@PradeepMYeole 4 жыл бұрын

Good explanation

@civilengineeringbyshravan9596 4 жыл бұрын

Thanks 😊

@shaiksharmila5466 3 ай бұрын

@Sir i got 2 errors by following u r video how can i rectify the errors

@sadanandaswamy6918 3 жыл бұрын

It would have been better if you had meshed the slab according to the column spacing.

@civilengineeringbyshravan9596 3 жыл бұрын

@btb-bengaltrekkerbubun1678 3 жыл бұрын

Why are you not considering the weight of the column?

@barnabusgurung5499 3 жыл бұрын

Can you analysis and design a rcc building of a seismic region

@civilengineeringbyshravan9596 3 жыл бұрын

Please follow this video 👍🏻 kzfaq.info/get/bejne/ftJgmdOAluDcaJs.html

@shrutirawat12345 3 жыл бұрын

Ppppplppppppppppppppp

@oscarvaron5024 2 жыл бұрын

Hey my friend ¿dimensions of columns and beams in concrete material?meter

@syedmuzaffarihsan1960 4 жыл бұрын

After seismic analysis can I directly go to design option for rcc design

@pujajha9976 4 жыл бұрын

kzfaq.info/get/bejne/mtd8ipV7precdI0.html

@pujajha9976 4 жыл бұрын

kzfaq.info/get/bejne/mtd8ipV7precdI0.html

@puneetgosain3922 5 жыл бұрын

Sir, What is Damping ratio?

@puneetgosain3922 5 жыл бұрын

I want to ask how you choose the damping ratio( .05) is it depend on type of material

@civilengineeringbyshravan9596 5 жыл бұрын

Damping is a phenomenon that makes any vibrating body/structure to decay in amplitude of motion gradually by means of energy dissipation through various mechanisms. For the building generally we will assume 5% vibrations

@puneetgosain3922 5 жыл бұрын

@@civilengineeringbyshravan9596 ok sir