Design of Flexure Member | Laterally Supported Member | Low Shear | IOE | TU

[@akritimalla4649]

Helpful video ❤.

[@civilconst]

Glad it was helpful!

[@yaminipurini8651]

Sir, how to select the span ratio in max deflection .please explain

[@hitnailhalfway2485]

d=h-2tf is done in books and everywhere Izz is used not Ixx. please clarify sir.

[@civilconst]

elijah nehader Just follow these steps

[@senthi.v2942]

Its very useful. Can u do the same for AISC Code

[@abidibadatali5367]

Bro u should take load in mm, but u have taken in m at check for deflection

[@AmritpalSingh-iv9kg]

Very nice sir...tension member by weld v kradijiyee

[@civilconst]

Thank you. i will make it and upload soon

[@shekharsharma5446]

Sir Question Low Shear ka hai ya High Shear ka Pta Kaise chlega??

[@rahulmalpekar1]

In Deflection Check, putting the value of 'w' it was in kN/m but all other quantities were in N & mm. why so???

[@civilconst]

Doesn’t matter. if you try to convert them, both will have same value

[@roshanpalikhe6379]

W in deflection must be unfactored total load ???including dead load and self wt???

[@roshanpalikhe6379]

In duggal book it include total load not only live load.Please clarify

[@civilconst]

live load only , As other loads are constant during designing of steel

[@civilconst]

It is specified in code

[@civilconst]

is 800 pg 31 table 6, while selecting deflection limit s/300 , live load is considered

[@civilconst]

I hope it helped

[@urtifili3539]

Please upload more sir

[@soundaryahiremani4684]

Sir, how to find the value of Zp in code book tell me sir plzz

[@roshanpalikhe6379]

In web bucking d is the depth of web.why did you take whole depth???

[@civilconst]

roshan palikhe See if i put d as web depth the value of d/tw will be small than 64£ for sure. If d is taken greater then condition for web buckling might occur and check for web buckling may arise.

[@roshanpalikhe6379]

@@civilconst but ID code tells us to take depth of web.Also Duggal follows the is code .

[@civilconst]

Thats correct. But its upto you. in designing we will always take critical values. Web depth is obviously smaller than the total depth, so it will be less critical provided to that the condition due to total depth . I took d as total depth Just for more safety factor. I guess you got my words bro. However buckling occurs within the web depth

[@universeisherestudytime8701]

mic toh dhng ka lelete sir

[@civilconst]

Yahaa Parle-G khana pad raha hai kali chai mai dubokar acchi mic kahaa se laaye sir

[@lokeshdewangan4297]

sir i need a your notes pls

[@lokeshdewangan4297]

7067570672 this is my whatsapp no.