We provide cover from both top and bottom side. But for calculating effective depth while considering tension side reinforcement, we take tension side cover. And for doubly r/f consider compression side cover.
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@@erashmam25 appreciated your quick reply mam, please also guide that area of Stirrups are included in minimum and maximum % of beam in video calculations or not. Now this question regarding beam.
Maam please correct the calculation for effective depth. Eff Depth of beam = Depth of beam - (bottom cover+half of the steel dia).. Exp - taking Steel-12mm ,Cross section300×400. Effective depth = 400-(25+(12/2))=369. Others details are very usefull. Thanks.
Calculations in video are correct. effective cover considered in video not clear cover. In video "effective cover" consider So Effective depth = overall depth - effective cover Or if "clear cover" is given then formula become Effective depth = overall depth - half steel dia - clear cover. Effective cover = clear cover + half steel dia
today I am seeing your vedio first time ... Excellent ... How to calculate the maximum reinforcement if only b & D are provided... Can we assume the value of d=? And Fy = ? ...plzz reply .🙏
Calculations in video r correct Watch and listen carefully Effective depth = Overall depth - effective cover Effective cover is given in que not clear cover If clear cover is given then formula becomes Overall depth - clear cover - half dia of bar Thank u for watching
HELLO MAM, AM ALWAYS WATCHING YOU FROM UGANDA, I LOVE YOUR LECTURES
In beam I think we provide steel both top & bottom, so deduction of cover must be double 25+25 to calculate effective depth???
We provide cover from both top and bottom side. But for calculating effective depth while considering tension side reinforcement, we take tension side cover. And for doubly r/f consider compression side cover.
@@erashmam25 Thanks for your reply.
Good teaching mam continue ur videos..👍👍😍😍
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Thank you for video
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Effective Depth We Calculate as Overall Depth - Cover - 1/2 of Bar Dia, please confirm me if iam wrong
Overall depth- clear cover- 1/2 dia
Or
Overall depth - effective cover
Really i am ur big fan .but ur very cute also
Nice and is simple way.
if a beam having dimensions 3 m × .0.5 m×0.23 m, then how much steel and what dia/ spacing provide
effective cover 25mm+25mm=50mm
Mam Could u please do the videos on Estimation and Costing??? I hope u do mam ...I am waiting 👍👍
Already uploaded one video
@@erashmam25 oh really..sorry mam I didn't observe that...thank youu
I think effective depth d should be D minus cover minus half of dia of bar.
d= D minus effective cover.
Effective cover = clear cover + half dia of bar
@@erashmam25 thank you
Hey mam You're doing really very good work , you're creating very good & useful content but unfortunately not reaching out to everyone who need to watch, You can grow your channel organically without any cost by just doing some RUclips SEO work by Write Title and description properly including targeted Keywords and using Attractive informative Thumbnails, you can it yourself, i would also like to help you.😊
Pahele slab solve karo fir taarif karna😭
mam can you explain minimum and maximum steel in footing .
Thank maam
Thank you mam appreciated
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Thank you maam 😀
Will be there some lectures on fluid mechanics
Hi dear..you so.cute dear..good job dear..❤👍👌
what is the max. % of steel in double reinforced section ?.
Please reply ma'am
8% of gross area
291mm2 kitna mm stell kitna number use kare.600mm2 kitna mm stell kitna number use kare please
Is it for all sorr of building
For tall and small building ?
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Thank you mam😊
Mam can you tell to find out slab weight and how much slab can withstand maximum load in one metre by one metre
Aap ne ma'am slab calculate nahi kiye, koi baat nahi humne karliye,,,,thank you soo much 🙂
Ok welcome
mam in d(effective depth) we have to reduce dia.of bar/2 also right ? i.e (D-cover - dia/2)
Yep
Explain in percentage and how much quantity of steel required for 1m3 for foundation, beam, slab and column, and how it will be come
what happen, mam
Good teaching
Thank u
Good but mam tell us that stirrups area are include in 6% of steel for column or not????
Not.
0.8 & 6% is only for longitudinal r/f.
@@erashmam25 appreciated your quick reply mam, please also guide that area of Stirrups are included in minimum and maximum % of beam in video calculations or not. Now this question regarding beam.
Same for beam. Stirrups not included
Maam please correct the calculation for effective depth.
Eff Depth of beam = Depth of beam - (bottom cover+half of the steel dia)..
Exp - taking Steel-12mm ,Cross section300×400.
Effective depth = 400-(25+(12/2))=369.
Others details are very usefull.
Thanks.
Calculations in video are correct.
effective cover considered in video not clear cover.
In video "effective cover" consider
So Effective depth = overall depth - effective cover
Or if "clear cover" is given then formula become
Effective depth = overall depth - half steel dia - clear cover.
Effective cover = clear cover + half steel dia
Thanks for correcting me..but during the calculation and execution 25mm is Clear cover may be that's why I'm confused.
Ok
Good work madam.
Thank u
Thanks alot mam. Big fan!
If given b, D, d than what is the maximum area of steel in compression in a beam
Min... & max.. steel (column,beam,slab) of whose.
Looking beautiful mam
today I am seeing your vedio first time ... Excellent ...
How to calculate the maximum reinforcement if only b & D are provided... Can we assume the value of d=? And Fy = ? ...plzz reply .🙏
Yes u can assume
@@erashmam25 ok thank you miss.
tyvm for this video, maam do u have any reffarance book to reffer for tos
Welcome
Ramamrutham
1st Example
d - 475 wrong .....cover + half Dia of bar (500- Cover - Half dia of bar ) = d
Calculations in video r correct
Watch and listen carefully
Effective depth = Overall depth - effective cover
Effective cover is given in que not clear cover
If clear cover is given then formula becomes
Overall depth - clear cover - half dia of bar
Thank u for watching
@@erashmam25 New topic pr aur bnao videos...
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Nyc
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Thank u Ash mam😇 nice name
Sukriya mam
Mam 5miter bem ka colam aur bem ka steel Kaya Kaya Dyna chahiye, aur bem size ?
what is minimum % of steel for footing
Same as that of slab .12 for hysd & .15 for mild
Er ash I am big fan of ur surveying topic video I got job as a surveyor
Thankyou ma'am..... Appreciate 🙂
Welcome
Why column effective depth dont calculate?
What is the minimum % steel in column and slab
Thank you
Welcome
Big fan mam
Mam foundations kuch video uploaded kijie
Ok
Thanks Mam
Welcome
Min %in of steel for compression steel kitna hoga
You look amazing ma'am 😍
Huu jo bta rhi ha mam oo to dikha nhi tumko
@@digvijaysingh7085 try karta hu
Dono side ka cover nahi Lena hai Kya
Means 500 - 50 = 450
One tension side cover only
Minimum area of reinforcement in beam for Fe 250?????
0.2%
0.34%
0.17%
0.1%
give me ans
(.85bd/250) = .0034bd = 0.34% of bd
@@erashmam25 All RCC columns should be designed for *
Shear
Torsion
No eccentricity
Minimum Eccentricity
??
Mam ek question surveying hai traverse survey se bearing distance co ordinate method ...? Plz provide your Gmail to
Ik video rrc ka complete codel provision mem plzxx
Ok
Bcoz Abhi Rajasthan Jen ka exam hai so thoda thik rahega
Revised rcc if don't mind
Watch my Axially loaded column video time 4.25 ( IS provision for column)
Mam I am National construction technology student diploma mam your online classes join
Ennama ipdi panreengalea ma
Can anyone tell about aci code and Europe code please
I can't understand Answer
(0.85×300×475)/415
= 291.8mm×mm
(Mm×mm)/N/mm×mm
Plz explain?
Mam plz refer IS 456
nyc mam
i want to contact with uu
Number le lo bhai..
Ast?
A= Area
s = steel reinforcement
t = tension side
Calculator fx-991es plus how to using
?
Madam Kux khaya piya karo