Earthquake analysis in STAAD Pro by IS code

[@omgomase84]

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]

Correct.

[@engineerashfaque]

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

[@PradeepMYeole]

Good explanation

[@civilengineeringbyshravan9596]

Thanks 😊

[@dr.rajeevanb3471]

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]

Yes

[@ManojKumar-wp3bx]

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

[@faizanuddin9272]

Sir seismic load is consider positive?

[@civilengineeringbyshravan9596]

I was considered EQx case only you can take EQy also by considering another load case

[@jintamolp.y.2230]

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

[@nikolastheologou7081]

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]

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

[@pujajha9976]

kzbin.info/www/bejne/mqKviGWAdrZrers

[@MG-ny1ue]

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

[@civilengineering3438]

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?

[@sugatmohod6416]

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

[@omgomase84]

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.

[@barnabusgurung5499]

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

[@civilengineeringbyshravan9596]

Please follow this video 👍🏻 kzbin.info/www/bejne/fp2Tl6OFZt-rbsk

[@shrutirawat12345]

Ppppplppppppppppppppp

[@rahimsafi6275]

we do not use - sign for load in seismic analysis

[@ManojKumar-wp3bx]

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

[@shaiksharmila5466]

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

[@syedmuzaffarihsan1960]

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

[@pujajha9976]

kzbin.info/www/bejne/mqKviGWAdrZrers

[@pujajha9976]

kzbin.info/www/bejne/mqKviGWAdrZrers

[@Souvik62674]

Why do you add member weight and floor weight ??

[@sadanandaswamy6918]

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

[@civilengineeringbyshravan9596]

ok

[@btb-bengaltrekkerbubun1678]

Why are you not considering the weight of the column?

[@puneetgosain3922]

Sir, What is Damping ratio?

[@puneetgosain3922]

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

[@civilengineeringbyshravan9596]

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]

@@civilengineeringbyshravan9596 ok sir

[@yogeshprajapati3319]

Error 1893 load cases must be defined before any other load case ....what is the solutio

[@civilengineeringbyshravan9596]

Yes you need define load case initially before applying

[@rahimsafi6275]

you should define seismic load before any other load such as dead or live load

[@civilengineeringbyshravan9596]

Yes

[@nishantmeshram2104]

@@civilengineeringbyshravan9596 SIR AFTER DEFINATION ALSO ERROR IS COMING

[@nishantmeshram2104]

PLEASE RACTIFY MY DOUBT

[@oscarvaron5024]

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

[@manisingla3860]

sir mere softwere m sesimic load define nhi ho rha, creation failed ara h ,,,any solution

[@civilengineeringbyshravan9596]

Which version u r using ?

[@manisingla3860]

@@civilengineeringbyshravan9596 V8i ss6 version....please suggest....

[@pujajha9976]

kzbin.info/www/bejne/mqKviGWAdrZrers

[@pujajha9976]

@@manisingla3860 kzbin.info/www/bejne/mqKviGWAdrZrers

[@jnaneswara4512]

BRO CREATION FAILED IS COMING AFTER CLICKING GENERATE BUTTON