Lec 4 | Difference between Tie beam and plinth beam | Estimation of Tie Beam | Civil tutor

Download our android app for job oriented courses
clpsheldon.page.link/x3kb In this tutorial i have discussed briefly, what are tie beams?, the various advantages of providing tie beams and the difference between tie beam and plinth beam.
At the end i have shown you how to do the quantity calculation for tie beam.
Watch the complete tutorial to know how to do the estimation for tie beam and the difference between tie beam and plinth beam
Quantity surveying topics compiled PDFs 👇🏻👇🏻
store.civiltutorofficial.com/
Subscribe 2nd channel 👇🏻 @Civil Tutor Official
2nd channel 👇🏻
/ civiltutorofficial
The beam which connects two or more structural members to make the structure more stiff and
stable is called as tie beam. Tie beams are provided both in substructure as well as in superstructure.
These are mainly provided in roof truss and at plinth level.
Tie beam sometimes works as a strap beam to take all the stresses due to column eccentricity on
footing. These can be used to support walls or any other partitions among them.
When the height of story is higher than the normal height of the structure, then these types of beams
are provided. Hence they act as length breakers for the columns to prevent them from buckling.
This type of beam is provided between footings to provide a connection between them in order to
avoid the settlement of columns or foundation.
Advantages of Tie Beam:
Tie beams carry axial compression.
Tie beams prevent Columns from buckling.
They provide connection between Column footings.
They hold the longitudinal bars together while placing the concrete.
They keep the footings in position during seismic events.
Difference between tie beam and plinth beam :
Before knowing about the difference between tie beam and plinth beam we must know,
what is plinth level?
It is the level where the substructure ends and superstructure starts. In simple words, it is the topmost level of ground. The beam which is
provided at the plinth level is known as plinth beam. This is the first beam constructed after the
completion of foundation.
If we talk about the difference between tie beam and plinth beam. There is actually no difference
between them. Plinth beam is also a type of tie beam. When the tie beam is provided at plinth level, it is known as plinth beam. Which means, the only difference is the height at which they are provided.
Plinth beam is only provided at plinth level but tie beam is provided anywhere above or below the
floor level.
#quantitysurveying #civiltutor #ErMuyeenMubarak #tiebeam #materialquantity
Quantity surveying Lec 1
• Lec 1 | Estimation of ...
Quantity surveying lec 2
• Lec 2 | PCC Bed calcul...
Quantity surveying lec 3
• Lec 3 | Estimation of ...
What is water cement ratio?
(How to calculate the quantity of water in concrete) 👇🏻👇🏻👇🏻
• Water cement ratio for...
What is 1.54 in concrete?
• What is 1.54 in concre...
How to calculate volume of Cement bag?
• How to calculate volum...
Don't click here👇🏻😜
surl.li/zdrn
Queries solved;
How to do the Estimation of tie beam
How to estimate the quantities of footing tie beam
How to calculate Cement sand and Aggregate quantity in concrete
How to calculate Cement sand and Aggregate quantity in tie beam
How to calculate the shuttering area
How to calculate the Bitumen paint Area for tie beam
Quantity of materials for substructure
Quantity of materials for foundation concrete
Quantity surveying lectures
Footing Estimation with 3d animation
Civil engineering animations
Civil engineering technical knowledge
Tips for site engineers
Estimation and costing lectures

[@aledzbuilders]

Informative and helpful

[@popularfunny1583]

Good job sir, thanks sir for increasing our knowledge 💪💪

[@BRApnasoch]

You are doing a really great Job on RUclips i am requesting you to keep continue and increase the video duration length

[@vnath3676]

👌 excellent video

[@CivilTutor]

Thanks

[@khushboomubarak6202]

Keep it up bro 👍

[@ruicastro8230]

Short and simple .Excellent teachings but I’m greatly confused is it recommended is it absolutely necessary or simply a good idea to have plinth beam on a G + 0 story ? ( non earthquake area) greatly appreciate your knowledge

[@aravindhanvinayagam2430]

As per 1893 this tie beam need to design axial compression as well as tension,sir please tell how to determine the tension capacity of beam

[@HarunRashid-yv9pz]

good job

[@Iammajorfx]

Thank you Sir

[@mushtaqahmad-hp1jd]

Good job sir!

[@CivilTutor]

Thank you

[@AjitSk21]

Can we give lap joint between Tie beam and plinth beam ?

[@SumitKumar-pb2xp]

Thank you so much sir 🙏

[@CivilTutor]

Most welcome

[@vodibot]

What is difference between tie beam on top of footing or tiebeam on ground level.

[@alibadat786]

Can u send me compound wall contractions a to z details

[@praneethpragallapati4983]

Is tie beam always necessary?

[@aliqadri4672]

Is tie beam or strap beam is same..??