Dear Reader,

I am planning to post my progress towards GATE preparation in this blog.I will make notes in this blog as I prepare, which might be useful to fellow students.Feel free to follow my blog and post commeents, suggestions and queries. Syllabus and useful links appear below blogs.Follow my blog to get regular updates about my posts. Go through blog archive(right hand side of blog) to access earlier posts. You can email me to minupradeep@hotmail.com, if you need more preparation material, older question papers etc.

don't miss this post

http://gateprep-architecture.blogspot.in/2013/11/formulals-conversions-and-data-required.html

update: I qualified GATE 2014 with a score of 892 and all india rank 6....

If anyone of you want to contribute to/update the blog, kindly write to my email minupradeep@hotmail.com. I will add your contributions with proper credits

Also, if my blog has helped any of you clear GATE, do let me know, I would like to publish your names, scores, ranks, contact info etc. , so that future aspirants may contact you and be inspired from you

Tuesday, November 5, 2013

Formulals, Conversions and Data required to solve gate problems

Conversions

1litre= .001 cubic meter
1m^3=1000litres
1BTU(british thermal unit) = 1055 joules
1 btu/hr=3.412 joules/s

Area 
100 cents = 1 Acre
1 Acre = 4840 sq yards
1 yard = 3' or 36"
1 cents = 435.60 sq ft
1 sq. m = 10.76 sq. ft

1 Acre= 4047 sq m
2,47 cents = 1 are(100 sq meter)
2.47 acres = 1 hectare(10,000 sq meters)

Fibonacci series

Fn= Fn-1 + Fn-2

0,1,1,2,3,5,8,13,21....

Golden Ratio

 \frac{a+b}{a} = \frac{a}{b} \ \stackrel{\text{def}}{=}\ \varphi,

\varphi = \frac{1+\sqrt{5}}{2} = 1.6180339887\ldots.


Slope/ Gradient
http://en.wikipedia.org/wiki/Grade_(slope)

Contour interval: the difference in altitude represented by the space between two contour lines on a map

PERT- Te(expected time)= (O +4M + P)/6 where O=optimistic time, M= most likely time, P=pessimistic time.
V(variance)=( (P-O)/6)^2
Project variance= sum of variances along the critical path
Standard deviation = sq root of variance

unit mass of reinforced concrete= 2400kg/m3
unit wt of reinfirced concrete= 2400 * 10(9.8)N/m3
density of steel = 7850kg/m3

BM and SF diagram

http://www.youtube.com/watch?v=q0DghZBR-AU

Hooks Law, Young;s Modulus, Bulk Modulus, Poisson's Ratio

http://www.youtube.com/watch?v=QMmOMLstGm0

Scale of Aerial Photograph = Focal length/ Altitude above Ground level

Forecasting Population

Arithmatic method

dP/dt = Ka
P = P1 + Ka (t - t1)  

            P = population
            t = time

            Ka = arithmetic growth constant

Geometric method

dP/dt= KgP
lnP = lnP1 + Kg (t - t1)
Kg =lnP2-lnP1/t2-t1  = ln[P2/P1]/t2-t1

            P = population
            t = time
            Kg = geometric growth constant

            Note: lim (1+K)1/K = e = 2.718… base of the natural logarithms

                        K®0



1 lux = 1 lumen/sq meter
lux is the unit of illuminance
 Flux= illumination required(lux) x surface area(sq m)
Flux(lumen output)(received)= MF(maintenance factor) x UF(utilization factor) x Flux(installed)
depreciation factor = reciprocal of maintenance factor
lux=candela/d^2
cd(candela) = lm(lumen) / ( 2π(1 - cos(º/2)) )
for isotrophic light source(all directions), lumen = candela x 4x22/7
http://www.compuphase.com/electronics/candela_lumen.htm

Room Index(RI)= Lx W/[Hm x (L+W)]
Hm=mounting height

Spacing to height ratio SHR=  1/Hm x[ (A/N)^ 1/2]

Acoustics

T(reverbaration time in seconds)=  .161x V(volume in m3)/A(sound absorption power in m2-sabine = area x coeffcient of absorption)
Lp = 20 log 10(Prms/Pref) dB
Lp2 = Lp1 + 20 log10(r1/r2)
lp-sound pressure
sound level- 10 log 10(Prms/Pref) dB

Norris Eyring Formula




























Lp= Lw-10.log4πr2

The handling capacity(lifts) is calculated by the
formula: H= 3OOxQx100 /TXP
where
H = handling capacity as the percentage of the peak population handled during 5 min period,
Q = average number of passengers carried in a car,
T = waiting interval, and
P = total population to be handled during peak morning period. (It is related to the area served by a particular bank of lifts.)

The value of ‘Q’ depends on the dimensions of the car. It may be noted that the car is not loaded always to its maximum capacity during each trip and, therefore, for calculating ‘H” the value of ‘Q’ is taken as 80 percent of the maximum carrying capacity of the car.

The waiting interval is calculated by the formula:
 T= RTT/N
iv
where
T = waiting interval;
N = number of lifts, and
RTT= round trip time, that is, the average time required by each lift in taking one full load of passengers from ground floor, discharging them in various upper floors and coming back to ground floor for taking fresh passengers for the next trip.


Thermal transmittance, also known as U-value, is the rate of transfer of heat (in watts) through one square metre of a structure divided by the difference in temperature across the structure. It is expressed in watts per metres squared kelvin, or W/m²K. Well-insulated parts of a building have a low thermal transmittance whereas poorly insulated parts of a building have a high thermal transmittance.
Φ = A × U × (T1 - T2)
where Φ is the heat transfer in watts, U is the thermal transmittance, T1 is the temperature on one side of the structure, T2 is the temperature on the other side of the structure and A is the area in square metres.

The formula for ventilation heat loss is:

Q = N . V . Sp.ht . dt

Where;
Q = heat loss (Watts) (W) 
N = Number of air changes per hour. An air change is one room volume.
V = Room volume (m3) 
Sp.ht. = Specific heat factor for air. This is found from the following formula. 
Sp. Ht. Factor = ( Specific heat capacity of air x 1000 to convert from kJ to Joules x density of air ) / 3600 to convert from hr to secs.
Sp. Ht. Factor = (1.01 x 1000 x 1.2 ) / ( 3600 )
Sp. Ht. Factor = 0.34 
dt = temperature difference between inside and outside (oC)


Duct cross sectional area A(m2)= q(air flow rate m3/s)/v(air speed m/s)


Traffic formulas


q(flow=no vehicles /time)=1/h(time headway=time between rear bumper to rear bumper)
 density k=n/distance(number of vehicles occupying a given lengthnof highway

distance headway= distance between corresponding points in two successive vehicles
k(density)=1/s(distance headway)


Plumbing and Water Supply

Hazen -Williams Formula

used for pipes larger than 2" and smaller than 6' in dia

v = 1.32.Ch.R^0.63.S^0.54
v= average velocity ft/s
Ch=Hazen Williams Coefficient
R=Hydraulic radius of flow conduit(ft)
s=ratio of hL/L, energy loss/head lenghth of conduit(ft/ft)

in SI Units

v = 0.85.Ch.R^0.63.S^0.54
v= average velocity(m/s)
Ch=Hazen Williams Coefficient
R=Hydraulic radius of flow conduit(m)
s=ratio of hL/L, energy loss/head lenghth of conduit(m/m)

Volume flow rate Q= Av

Ammortisation formula for sinking fund


+FV%28PMT%29+=+%28PMT+%2A+%28%281%2Bi%29%5En-1%29%2Fi%29+

Compound Interest


Regular Compound Interest Formula
r= rate of interest as decimal
n= no of times interest is compounded in ayear
t= no of years
 








33 comments:

  1. are these formulas sufficient for solving the problems?

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  2. This comment has been removed by the author.

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  3. could y plz update the blog as the syllabus for gate 2016 has been changed a little bit

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    Replies
    1. I have updated it. Thanks for letting me know!

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    2. Hi mam,As iisc is conducting exam this tym and ur a student of iisc could u plz tell which part of syllabus will be more focussed :)

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    3. IISc does not have an architecture department. Even if it had,that kind of information would be confidential. But generally, I have heard that they are planning to make the exams more numerical oriented(where you have to enter the value as opposed to selecting from options) for all branches, but really cant say...

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    4. Thanks fr ur reply i will make sure to cover all numericals :)

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  4. Your blog is very informative and motivational. Thanks for sharing your experience. You are an educator in true sense :)

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  5. rly thankful for your effort to include all the necessary details required within a short time!!

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  6. Thank you very much for the information.

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  7. This comment has been removed by the author.

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  8. the information provided here is very helpful for the preparations...its just a request if some more details and calculation techniques regarding sewage and septic tank calculations can be added, as i am not getting any such concrete formula regarding it...
    thank you

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  9. Can u recommend any book or link for the traffic and transport management? Also from where I can find septic tank calculations ?

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  10. the information above is very useful..can u pls guide me from where to start preperation for gate 2018.i m bit confused..i mean from previous years question paper, or from syllabus and to gradually proceed..it will be really helpful

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    Replies
    1. do you have any relevant data for gate 2018?
      please send me as well
      shivikamehrotra6@gmail.com

      Delete
  11. http://www.onlineicegate.com ICE GATE is a GATE TRAINING INSTITUTE and is being considered as BEST ONLINE GATE COACHING. It is GATE TRAINING CENTER offering best Books for Gate .

    ReplyDelete
  12. Thank you Sonia.
    I would like to know about good study material used by students for Gate.
    Kindly help if anyone knows.

    ReplyDelete
  13. i am studying in 4th year starting my internship in january. when is the right time to start preparing?

    ReplyDelete
  14. Hello,

    It is possible for a gate aspirant to prepare for the bank exam.
    bank Exam aspirant

    ReplyDelete