Pinned Base vs Fixed base

[@Jtabssssss]

If you use pinned as support base, you will have a large superstructure members while if you use fixed as support base, you will have a large foundation design.

[@TonmoyMaity]

Exactly

[@Mizan-Bangladesh]

Could you please explain shortly... How exactly does it happen?

[@mouhamadousow5563]

Love how you explain easily how load is carrying in structure and how to fixe it…thanks so much

[@TonmoyMaity]

Glad you like it

[@srenseyha4782]

Such a great explanation

[@TonmoyMaity]

Glad you like it dear

[@sathyadev4898]

grate knowledge and explanation sir!!

[@TonmoyMaity]

Glad you like it

[@ad1350]

in this example the lateral load in x direction requires a pinned connection whereas the lateral load in y direction requires a fixed connection. I assume the base plate will be designed with the highest moment so in fact they will all be fixed base?

[@kingbisanka]

THIS IS A VERY GOOD EXPLANATION. THANKS FOR SHARING THE KNOWLEDGE

[@TonmoyMaity]

Welcome

[@the_right_path_14]

Any chance you can make a video on when to use oval hole in steel plate ?

[@shakirtechnology6633]

Sir how can we design fixed base and pin based column base plate

[@subratyourfriend]

Sir if the anchor bolts are not placed in centre due to faulty execution then what is the solution to it ?? I mean to say that less cover is there for anchor bolts

[@senthilvadivelnithisan6247]

Do we need to consider axial tension force while designing pin type column base plate?

[@TonmoyMaity]

sure..for the Bolt

[@senthilvadivelnithisan6247]

@@TonmoyMaity thanks, your vedios are much help ful❤️

[@rebellischercherub849]

6:30 i lost it. i have seen many base plates with only 4 anchor bolts (1 per corner)

[@joeengg1813]

That depends upon the values of the moment.

[@gnidnoeled786]

1. Are these four blue anchor bolts nothing to do with the fixed connected support? 2. Are the additional red anchor bolts responsible to resist moment, and it should be installed outside the flange zone?

[@TonmoyMaity]

Objective is to hold the flanges to resist tension coming due to moment.

[@gnidnoeled786]

@@TonmoyMaity Thanks.

[@oluochphelix3142]

Sir which software helps you write during presentation?

[@mustafahusainmomin471]

SSir, Would you please make a video on Shearkey design and Anchor bolt?

[@TonmoyMaity]

I will try

[@singhbrajesh89]

Nicely explained

[@TonmoyMaity]

Thank you Brajesh

[@mhchow1727]

Sir, could you make more videos ? They are great.

[@TonmoyMaity]

Sure...I am working on this

[@tejdarji4835]

How to achive fix and pin support in rcc foundation

[@yamanfaez8544]

Thanks too much bro

[@TonmoyMaity]

Glad you like it.

[@griflettis2061]

Should we weld the web of I section for pinned support?

[@TonmoyMaity]

You can

[@kingbisanka]

I WAS WONDERING AS WELL

[@joeengg1813]

Welding has nothing to do with the type of connection . It's the degree of restraints we provide to transfer shear or moment . From one member to the other member.

[@amitguddu7263]

Sir iska hindi version dalo

[@TonmoyMaity]

I do not know hindi :)