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

Showing posts with label GATE AR. Show all posts
Showing posts with label GATE AR. Show all posts

Sunday, October 5, 2014

How to crack GATE

If you prepare smartly, cracking GATE is no big deal. Solve as much question papers as you can. Study portions  based on previous question papers. This worked brilliantly for me. 
Most questions in GATE are very basic. Your understanding of the concepts is what they test. 
I started preparation right after i applied for the exam. Started solving old question papers. The first 2 paper took me two whole months. By the time they were finished, most of the portions were covered. the next set of papers went quickly. I have collected most material from the internet in the blog, and it will save you some time. Keep a note of all formulae and conversions. You don't have to be a math wizard,  just have to know basic math. Try searching for topics on youtube, videos are a quick way to learn
They will mostly ask pritzker prize winning architects. So go through the pritzker prize website. Also go through the tall buildings. Those are some things missed out in the blog. 
You can use some elimination techniques with caution for answers you know partly. Do not attempt answers you do not know at all if there is negative marking. Numerical entry questions do not have negative marking, so try to attempt them all (do conform if rules are changed)
for eg 
Q.43 Match the features in Group I with their architectural periods in Group II
Group I Group II
P. Caryatids               1. Roman
Q. Hypocaust             2. Gothic
R. Pylons                     3. Greek
S. Lofty Pinnacles      4. Egyptian
                                     5. Romanesque
(A) P-1, Q-5, R-4, S-2 (B) P-5, Q-1, R-3, S-2
(C) P-3, Q-2, R-5, S-4 (D) P-3, Q-1, R-4, S-2

I knew that pylons are egyptian, there are 2 options with R4, a and d. 
I was not sure if caryatids are greek P3 or roman P4..., option a has p3 and option d has p4
usually  correct matches appear in more than one option, you can see p3 repeats here, so i went with option d, and it turned out to be correct.  

Good Luck

Wednesday, January 22, 2014

Books and Authors

Amos Rapoport     On the Cultural origin of Settlements

Andreas Falludi         Planning Theory

Arthur B Gallion        The Urban Pattern

Ayn Rand                The Fountainhead

Christopher Alexander  A Pattern language:Towns, Buildings and Construction
                                    The Timeless way of Building
                                    A New Theory of Urban Design
                                    The Nature of Order

Ebenezer Howard   Garden Cities of tomorrow

Edmund Bawn       Design of Cities

E. F. Schumacher  Small is beautiful (human scale)

Francis D K Ching  Form, Space and Order

Ian McHarg             Design with Nature pioneered concept of ecological planning

Jane Jacob              The death and life of great American cities

Kevin Lynch            The Image of a City
                               What time is this Place?
                               Site Planning
                               Good City Form
                               The view from the Road
                               City Sense an City design

Leo Jacobson & Ved Prakash    Urbanization and National Development

Paul D Spreiregen   Urban Design: Architecture of Towns an Cities

Sigfried Giedion     Space, Time and Architecture











                       

Tuesday, December 3, 2013

Development Administration and Management

UDPFI guidelinrs fo Urbam Development 

http://mhupa.gov.in/w_new/SummaryUDPFI.pdf

73rd and 74th Constitutional Amendments(nagapalika bill)/JNNURM

http://www.slideshare.net/umeshvarma1/municipal-structures-in-india
http://indiacode.nic.in/coiweb/amend/amend74.htm
http://jnnurm.nic.in/wp-content/uploads/2011/01/RTP_MOD-2.1.pdf

National Urbanisation Policy

http://www.preservearticles.com/2012013022125/short-essay-on-national-urbanization-policy-india.html

Rajiv Awas Yojna (slum free india/ housing for slums)

http://mhupa.gov.in/w_new/RAY%20Guidelines-%20English.pdf

Indira Awas Yojana(Housing for Rural Poor)

http://iay.nic.in/netiay/home.aspx

Valmiki Ambekar Awas Yojana

http://www.gktoday.in/valmiki-ambedkar-awas-yojana-vambay_29/

Special Residential Zones

http://www.thehindu.com/news/cities/chennai/special-residential-zones-may-pick-up-reality-
checks/article16804.ece

PURA

http://en.wikipedia.org/wiki/Providing_Urban_Amenities_to_Rural_Areas

NREGA

http://en.wikipedia.org/wiki/Mahatma_Gandhi_National_Rural_Employment_Guarantee_Act


Eminent Domain: inherent power of state to seize private property without the owner's content

Police Power: Regulating behaviour and enforcing order within the state territory

Transfer of Development Rights: Protecting land by reassigning the rights to develop from one area to another

Land Pooling/Readjustment

The concept of land readjustment is to assemble small rural land parcels into a large land parcel, provide it with infrastructure in a planned manner and return the reconstituted land to the owners, after deducting the cost of the provision of infrastructure and public spaces by the sale of some of serviced land.

Sunday, November 24, 2013

Lift and Escalator codes

Barrier Free Design

The term ‘ambulant disabled’ refers to people with a wide range of
disabilities who are not regular wheelchair users. This could include,
for example, people who have diabetes, epilepsy, multiple sclerosis
or cancer.

non ambulant disabled- wheelchair users

Sunday, November 17, 2013

Architectural Movements

Earthquake Terminology

Focus: The geographical point on the earths surface vertically above the originating source.
Epicentre: The originating source of the seismic wavesinside the earth
Centre of mass: The point corresponding to the centre of gravity of a structural system
Centre of Stiffness: the point through which the resultant forces of a structural system act

http://www.iitk.ac.in/nicee/IITK-GSDMA/EBB_001_30May2013.pdf

Saturday, November 16, 2013

Traffic and Transportation Planning

Sighting Distance : The length of road ahead of vehicle which should be visible to enable a driver to stop in case of an obstruction on the road.

Stopping Distance: Distance covered by a vehicle from the instant a driver sees an obstruction ahead and brings the vehicle to a stop.

Overtaking Sight Distance: Distance required by a vehicle to overtake and pass another vehicle moving in the same direction but at a lower speed.

Fundamental Parameters of Traffic Flow

http://nptel.ac.in/courses/105101087/downloads/Lec-30.pdf

Transportation Forcasting

http://en.wikipedia.org/wiki/Transportation_forecasting

Wednesday, November 13, 2013

PERT/CPM

Materials and Structural Systems

Grades of Cement

M33
M43
M53
33, 43, 53 indicate the 28 day compressive strength of cement

Concrete Proportions

M 5-    1: 5:10 (cement: fine agg: coarse aggregate)
M 7.5- 1: 4: 8
M10-   1:3:6
M 15-  1: 2: 4
M 20-  1: 1.5: 3
M 25-  1 : 1: 2

Trusses

http://web.aeromech.usyd.edu.au/statics/doc/trusses/trusses1.pdf


Plumbing Systems and Water supply

Systems of Plumbing:

http://civilatwork.blogspot.in/2013/03/building-drainage-systems-of-plumbing.html

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




Intelligent Buildings/Building Automation Systems/High Tech Architecture

http://en.wikipedia.org/wiki/Building_automation

Building automation describes the advanced functionality provided by the control system of a building. A building automation system (BAS) is an example of a distributed control system. The control system is a computerized, intelligent network of electronic devices designed to monitor and control the mechanical, electronics, and lighting systems in a building.[1]
BAS core functionality keeps the building climate within a specified range, provides lighting based on an occupancy schedule, monitors system performance and device failures, and provides malfunction alarms (via email and/or text notifications) to building engineering/maintenance staff. The BAS functionality reduces building energy and maintenance costs when compared to a non-controlled building. A building controlled by a BAS is often referred to as an intelligent building or a smart home.

High Tech Architecture

Tuesday, November 5, 2013

Visual and Urban Design

Thermal Comfort

http://en.wikipedia.org/wiki/Thermal_comfort

http://faculty.arch.utah.edu/young/TEACHING/ARCH4350F09/RR3_BioclimaticChart.pdf

Venturi Effect: It is essentially about looking at design in volumes i.e. when you force a wind to move into a narrow opening and expand into a larger volume, the effect can be quite incredible. This design strategy creates what is referred to as wind tunnels and keeps the living spaces cool and airy." In fact this idea always works irrespective of the predominant wind direction"

Stack Effect: Stack effect is the movement of air into and out of buildings, chimneysflue gas stacks, or other containers, and is driven by buoyancy. Buoyancy occurs due to a difference in indoor-to-outdoor air density resulting from temperature and moisture differences. The result is either a positive or negative buoyancy force. The greater the thermal difference and the height of the structure, the greater the buoyancy force, and thus the stack effect. The stack effect is also referred to as the "chimney effect", and it helps drive natural ventilationinfiltration and fires.

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
 








Monday, November 4, 2013

Indian Architecture

Khajuraho Style
1.Griha-house
2.Grama-village
3.Palli- settlement of wild tribes
4.kheta- a place fortified by a mud wall or by a river or hill surrounding it
khetaka- hamlet
5.kharvata- market town, a poor town surrounded by a low wall, while according to kautilya-centre of union of 200 villages
6.dronamukha- a town with a harbour like ...centre of union of 400 villages
durga- citadel
7.pattana,pura- a large town or centre of trade/a mart for precious metals or a mining centre
8.matamba- open town associated with a cluster of 10,000 villages/fortified place in which produce from the field was deposited for safe custody
9.nagara- a town exempted from paying any of the 18 taxes levied on a village
10.rajadhani-capital
shakanagara- suburb
11.nigama-settlement of merchants
agraharam- brahmin quarter of village
12.samvatta-kotta- a fortified place or refuge

Ancient Indian Settlements

http://www.slideshare.net/ctlachu/ancient-system-of-town-planning-in-india