Awareness on Using Stiffness Modifiers in Etabs

#Etabs #Stiffness #Modifier
Watch how usual mistake we may do and what is the best way to practice for using Stiffness Modifier in Etabs
Join as member to get resources used in the tutorial. To be member click the link given below- / @decodebd
--------------------------------------
Related Tags:
CSI,Etabs,Stiffness Modifier,Stiffness Modification Factor,Property Modifier,Property Modification Factor,Etabs v18,Tips in Etabs
#Click Here To Subscribe the Channel: th-cam.com/users/decodebd?su...
#Checkout all playlists:
th-cam.com/users/view_all_play...
---------------------------------------------------------------------------
LOVE YOU ALL MY VIEWERS & SUBSCRIBERS .
---------------------------------------------------------------------------

[@mdsajibhossain898]

Its really Helpfull ..Thank you so much lovely DECODE BD

[@Decodebd]

You are most welcome

[@shahinurislam9373]

thanks a lot, sir.

[@mohammedzayat4842]

both ways gives the same result, you are right that u shouldn't change modifiers on both frame section and the column itself. but changing it on section property alone isn't wrong at all.
personally i prefer doing it on frame section. much simpler

[@maheshtelange5132]

Very nice sir

[@morshedali7523]

جزاك الله خير

[@Decodebd]

Barak Allah Fikum

[@nateshpradeep]

Bro do a video on stiffness modifier as per Codes with different member column beam etc and with different support condition

[@azmat_waseem]

Very Informative... Shukran...

[@Decodebd]

Welcome

[@ChinTanLimbani]

@DECODE BD thanks for tutorial.
For scale factor calculation which analysis shall be calculated? service un-craked model or cracked model for design? pl update

[@sourobhossain5892]

Thank you very much ,Sir.

[@Decodebd]

You are most welcome

[@gaganpatidar9907]

thx sir, plz make video on serviceability check and collapse check with modeifiers on a residential building. fianl reinforcement is decide on which check serviciability or collapse

[@yasargnaniyar9692]

Hi sir I loved your videos I have one doubt to ask you, If we change torsional modifier what will changes in reinforcement in site.

[@fahmiazwar3396]

Thank you sir for sharing this.
Sir, are you have a link to instal and download staad pro connect edition update 4 ?

[@roadtoconquer4797]

from Nepal.

[@civilpunchnama5912]

Thank you....

[@Decodebd]

Welcome

[@bikeshshrestha9424]

THANKS...

[@Decodebd]

Welcome

[@arbaz28]

Do we consider the cracked section for the econmical design?

[@beenay18]

I read somewhere that the property modifier of 0.7 for I22 and I33 in column should be used just to check deflection but not for determining reinforcement. For determining reinforcement. I22 and I33 should be 1. Is it true?

[@artisahu4552]

Sir can you pls make video on auto construction techniques option in etab used in construction .

[@rahulsomde5094]

How do i join two align beams in Etabs as a one member, if one beam is inclined from say plane A to plane B and other is in plane B?

[@Zorot99]

Should I apply the modifiers to choose steel reinforcement of the members?
When do we apply these modifiers?

[@abhisheksen325]

please make videos on safe foundation thank you

[@beenay18]

For some reason my cantilever beams of balcony always fails in (torsion+shear) no matter how big section I assign. What might be the reason? I also asssign the torsion constant for beams to 0. Even then it did not work. Have any body come accross this problem? I would be so grateful if somebody could tell me whight might be the reason? My balcony is just 4 feet outwards. i assigned 9in x 14 inch beam but it fails. load is just 5 inch slab and 3KN live load and paraphet wall is made out of glass which might me considered as 0.5 KN/m. can any body tell me what size of beam would a 4ft balcony need.

[@williamsentemtz9652]

Thank you, sir. Please make tutorial on wind tunnel analysis, gust factor in details

[@Decodebd]

In Etabs?

[@anand4236]

@@Decodebd ..yes in etabs only ... please do wind tunnel analysis in detailed

[@satyambhosale756]

@@Decodebd yes in etabs please

[@aashishp007]

U doing Good job!!!, Few queries as below
1. IS code doesn't specify weather we should use SM/PM with Service or Ultimate Load condition, whats's your take??
2.Also further, should we use Property modifiers with P-Delta or without P-Delta??
3. What should be SM/PM for slabs for IS code design??

[@arbaz28]

Refer IS 16700
Clause 7.2 for SM

[@kavitakataria14]

If I apply stiffness modifiers to beams and columns, KL/Depth ratio exceeds more than 12 and columns are designed as slender columns, show higher percentage of reinforcement and if I don't apply stiffness modifiers, Etabs designs those columns as short columns, pl. explain.

[@samiulislamniloy6785]

It's an amaizing video and suggession sir. thank you for your dedication. I would like to solve two confusions of mine.
1. In case of beam and column, should we change torsional constant also as well as Moment of Inertia? because in your previous video on this topic, you gave a chart of ACI-318 where torsional contant is also modified?
2. In your previous video on this topic, the ACI-318 suggested for flat plate and flat slab to change the modifiers for design to 0.25... My question is, should we also apply 0.25 for one way or two way slab design. If not, what will be the value?
Kindly please reply sir. Thank you so much.

[@maheshacharya7236]

Thanks 👍

[@Decodebd]

1. As per ACI Code we need to modify TC also. But IS code doesn't recommend it.
2. In this case Slab means slab whether it's supported on beam or not. Flat Slab indicates plate here, so to consider slabs as cracked section same value will be used for all slabs.

[@samiulislamniloy6785]

@@Decodebd Thank you sir. Take love.

[@dhvanitmehta7028]

Serviceability criteria for the deflection, foundation not for design. So this modifiers should be used for design or deflection check?

[@Decodebd]

Yes, serviceability check not for design, that's why after finishing design we need to change Stiffness Modifiers. I have just shown the result difference by design for SM- 0.7x0.9=0.63 & SM-1x0.9=0.9. It is obvious that if design result is different then deflection will also be different. Main focus is to discuss the mistake, not to check design or serviceability here.

[@dhvanitmehta7028]

@@Decodebd Gotcha. Thank you. 👍
And so basically we need to create two models one for serviceability and another for strength.

[@shokryalqaisi5902]

Great Eng.Mhd ,but i have a questions where is the pm for design in ACI Code ?

[@abezerzerzeg454]

ACI 318-14 Building Code Requirements for Structural Concrete and Commentary .. page 72 check Table 6.63.1.1(a) Column 0.7 Beam 0.35 flat Slab 0.25 Wall (cracked 0.35 un cracked 0.7)

[@user-pw1pu1qf5n]

sir,i want etabs 2016 set up lattest version please help me

[@rajeshkumarbharti3351]

How to check the softstorey & torsion irregularity in Etab with excel sheet

[@Decodebd]

Check previous tutorials I uploaded regarding these.

[@manisingla3860]

But now % r/f increase so it costly than provide in section property modify

[@mdatifmaniyar6641]

How did you become a structural engineer 😂😂

[@arunraj5280]

Sir i need help in my project I’m working on static nonlinear analysis can u help me out??

[@engineermohammedsoyebbadgu3714]

How Can you took 0.9 Values as per indian code...
Please Give me Refrence Code...
Thanks

[@naveenkumarnkv4115]

Check national building code.

[@engineermohammedsoyebbadgu3714]

Please Tell Me Page Number or other Things that make me Easy to find

[@arbaz28]

IS 16700
Clause N.o 7.2

[@mdtariqulislam2795]

গ্রেট

[@chatpatgamingyt2707]

Got more confused