Dec 2008indian Institute Of Architects Part-2 Examination Question Papers2005-2009

8/7/2019 Dec 2008indian Institute Of Architects Part-2 Examination Question Papers2005-2009

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f~N .. 2 .t

Time : J Hours (10-30 a.rn, 1. 0 I-JO p.rn.)la" 1 \1 31 '1 .. : 100

ate: 11-12-200

It structians Co andidat s:1. rternpt in a n 5que tions. ( DC' fru m each pa "12. Que Hon o. 1 is compul 01),3, 11que tion car. equal mar' ,4. rtempt your' a .ers in ngli b lanauaa 0111 5. his paper contain ~ine questions find WO page",

.1. 'xplain any our.I. Dia rentiate b tween manh I drop manhole.2. Purpo ~ of aei anon in water purification.3, The need for ear-thin in anelecn-icnlcireult,4. he composition of, oLid wast,- Intercepting trnp and it s application.

PART-l.2. a) E plain how th uspended e II idal particl can b limiuared durius purifi a n n

proce 'OfW;l r,b} Differentiate r-apid and filter and low and filter'.

. a) xpl in the purp of different bacteria' in tl e sludg digestion prece sin eptictank.

b) How dol' one commis ion the septic tank and how doe waste wate r fl'OUl bathrocrnaffect Ihe ludse di~e lion 1'0 es "PART-II

.4. Draw a 1. [lieal no. section ufanIndian \\ con apJinlh of 1.5 feel (ground Ouo.r)_buall the necessary detail required ~ ,. perfe (con. rruction and cnnuecti 113 ,mlhein pectiou cham bet".

Drnw in detail tht' la, iD~ of sew e I" tine between two Ins p ection eham bel' wi lh selfdrHn;ing v Ieririe for n 150 dia stoneware pipe. SUD!!,e.1 cuuneetiunand fixing d tail .

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OD ~0.203

IHI\DI j' r-srrr TE OF ncur CT..P' RT-I1 EXA-'1I AT! N CHE n:-2004)H T T EC T L 'R E -J t

IIl1e : J H om 's (1 0-3 11 a.nr. 10 1-.1' p.rn.)_hu:iIllH rnMurk..: 100

Date: 20-12-2 0 ("::trun.l~:t')

t tcmpr Five que ,;j.m - in all.Attempt Two questions from part 1and one qu non each from part II, TIl !llld 1\'.All quest! n c:.tT) equal marks,fllu rtrate your aITS\\' rs with neat 'ketch .. 1 I [uc tioru art' (0 he writr n ill Engl' h Language onlyTh question paper contuins lJIO que tions andi of two pa~r.s.

Q.t . E plain and J i l t , tra;c th e intlucn e of Is lamrc A rchitecture on H ind u A rchitecture.0 .2 . Discuss the role OJ ocio-Poli tica., l:ctJnIJrllll.:. G eographic and Technological factors

1.1shaping tile structure ~ . .d t: .I:~L!Ccharacter of 8ijapur Architecture by q uo tin grn i n imurn one ex nrnple .Q.3 . Explain and illu tra.e the features 01 i,lughlll A rchite cture b } tak ing an ex am pleofT


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-'ODE NO. 202

IIirne : "HoUi (I. a.m. (0 2-30 p.m.)M~lX. 'lad~s:150

Dare: 24-12-200 (Wedn day

In -h-u lion to ndidntes:1. n wer any three question including Que lion 0.1 'hich is ompu oryin P3l1 Iand an eJ" an. two qu tion from art-H.

2. IJ answer to the que DOns hould britten in Englisb Ianguag onl .hi paper' cents in 2 pag and 7 qu 000.P fn -1.f.\ rite !lhort not 011 anw four of the following ( ompulsery Question) (20'

men. concrete and j propertieuring of concr teluminum - it properti and 1I in building indu tr}.

Proper1ie and u es of Thermnplast, hermo et,1anufacturino ofgla . type of Ia and their u es in huildin indu:>tr~v.

.2. Esplain prece of'v misbing and application of'white wa h. ( J ' ;; )

.3. f. plain arion m rials u d for flour co ering and p:n ~no.pecify th m teria used and tII ir proportinns for the on truction of P.bed of fOUJldatioo . (15)

P R -II3.0 ruts .0 m . R framed structure with R. .. lab and 0.60 rnt . plimh is 0

be con tructed for gardener's room. 1Ii enclosure shall bay a doo." opening of1.0 mts X 1.1 mt. with steps and landing in front and one window 1.0 mts, X 1.20 mrs,on opposite ide. Draw plan and cress Chon passing through the window, door

t p etc. 1 0 e plain the con truction technique from found. tion to superslnJ(~tur till throof to eale 1:25 (50

P...


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'00; 0.20:THE I 01 N il 'TITtITE 01-. R HI rr rsP R n EX.\MINATIO~, ('11E\I' IlI04)

n:i\frrn : J Hour' (10-30 a.m. to 1-30 11.m.)vln J 1ark:: fOO

Date: It-12-200 friday)

In ruction to candida .:-1) (I questions carry equal marks; ttempt THREE qu ion from .-1 and TWO from ec.-ll.21 An w r to be bri f & pecific.. ith ilIu tratinas, if an 3) redi will be given only for individual observations and understanding or the subject ..J.) II answers to the question hould wTit t n in LI H onl~.

Q.l. a)b)c)

Q.2. ( a)b

Q.3. (a)

bQA. a)

0.5. (8b)(c

. 6(8b(c

Q.. (a)(b

what are thekey components of the prevailin elima e over au area?How do climatic zone vary in India? Explain through climate graph.How is the urban climate different from that of its rural hinterland? [5+ 10+5)Explain with ketches various uses ofveranda I b lc uy I courtyard andpatio to control heating and cooling in ide building.Discuss the use of Psychometric chart while inding the comfort zone in a givenclimate [20-5]Land caping I the best way to provide buffer a ain t heat. sunlight. noi re,traffic and airflo, in a pa sive solar design", -- Justify the statement withillustrations.

a rn e f iv e common tall trees with broad canop f suitable for radiation protectionalong road-side. Draw giving details. [20+5]'Building form can affect solar acces and wind expo ure as well ns (he rateof heat los or heat gain through external en elop." Explain through ke chesdifferent building type and plan form having anous . ratios and PIA ratio-and it eppticabiliry over everalclirnatic zones.

ecricn- (ans er an. t 0)Draw ketene showin different components of (0 ) dilTu e lig.ht faJling onwork plane in a room. [4 4-45]What is the difference between glazing factor and frami ng factor used \\ hilecorrecting the day liglu actor?xplain three type ofshading devices u ed in practice or office building

Writt" bort note on:-Types of AC s stem applicable in homesood lighting practice for hotel application

Classification of curtain walls in offices [4,-4 5+4]what ian" 0 1 NTA IMP . J . TRrx ?List all the environmental parameter. their relativ e weight-age and value to beconsidered while finding the degree of impact on nearby environment duringconstruction 8.T1d operational phase for a proposed residential complex in anurban area. [2-1-0 5]


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ODE 0.206 I'III INDlAN I~ TIT F R 'HIP KT II .x, \11. AT! (CIIE 1 200..)

Time : J Hours (IU-JO a.m. te J-JI p.m.] Doll': 27-12-20) (S:lhu'da. 1 :1 '\. \farl..~: 100Instructions:1. Attempt any THREE questions from PART I&Attempt any TWO

questions from PART"2. Figures to right indicate full marks.3. Answers to all questions should be wrrtten in ENGUSH only.4. Assume suitable additional data if necessary.= . lllustrate your answer with sketches wherever necessary.6. Use of IS 456 - 2000, IS BOO- 1984 & steels tables in permitled.7. This paper contains 7 questions, 2 pages.

PART IQ.1 a}Define Modular Ratio, and stae its value tor M15, M20, M25 Grades of

concrete (4)b) A ReC beam 300 mm wide and 600 mm in effective depth is reinforced" . ,. ith 6 Nos. of 1 6 mm dia. Bars on the tension side. Assuming the grade ofconcrete to be 425 & HYDS steel. find the UDl that the beam can withstand on a simply supported span of 6.0 M. (10)C) A fixed beam of span 5 M is loaded with Point Loads of 40 KN & 60 Kat distance of 1.0 M &3.0 M from the left support. Analyse the beam &draw the SFD s BMD. (10)

0.2 a) Explain Short Columns & Long Columns (4)b) Design a Short Circular ReC Column for canying an axial Load of1200 KN I usinq M20 Concrete & HYSD Steel. Asuume 1.5 % ofLongitudinal reinforcement Design the links for the column (10)c) A two span continuous beam ABC, is simply supported at A, B & at CThe length of the span AS is 5 M & it carries a UDL of 30 KN I M. Thelength of span Be is 4,0 M & it carries a point load of 80 KN at centre ofBe. Analyse the beam using THEOREM OF THREE MOMENTS & drawSFD & BMD & a diagram indicating the pattern of reinforcement. (10)

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00 0.1-T11' I DI -\ IN TITlITE 0 AR.PART II E.'A 11 ATI (CH

& SPECIFI'I irn : _ 110111'. pO-31 a.m. (0 1)0 p.m.]

I I I tal h:: L U UDatc;:. 12 -",!!J08( lIoda. J

I n r ru ct in ru (0 andid :ll~ :--1 . Aner np . F IV I :. q ue st io ns [T h re e t ram pan 1 and Two from par; II]2 . A ll question must in written in EnglishJ. This p ap er c on te nt 7 questions and 2 pages

Part J E timllting and CostingQl.A 'Nritl' Mode of 1ea. ur e nent for Iollo i\'ing item

3. COil r eie Ja lih. A luminum PartitionL. D am p Proof C oursed . .. . . O O m m thic] . . R .C .C .~ i{Jore. Painung for steel sectionsf. Pnlishing f or w in dow f rames:l 1 se c io n f or t ru ss eh. D tldo in bathroom

Q I B Esplaln difference between Estimatingand co "tino- 1 6 mad' I1 Explain the guideline for entering the mea uremen

nd Abstract hcerin measurcmeur shee

[10 marl' I2 rite 'horl note on any four ( 4 - 5 ; . : . . 2 ]

B. W ork ord erb. Arbi t ra t ionc. In terim and Final certif icated . Supplem entary Estim atee. C ont ingences

'?AibE. 0\/01-


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II

Q3 ork ou"tunit r teanal . for any four item (4 5 =208. Teak wood door f rame w ith section 115 x 75 mrnb . R .C . in f oo tin g I : J :6c. W ater proof ing with brick bat 150 mm thickd . Internal pain ting w it h o ilb ev.",4 flistem pere. 250 m rn thick dry ru bb le m aso nry

ote: - A surne tandard rates for labor and material-la Explain with example where will you appl the follo ing method of estimating

1. arpet area method2. Cubic content method.. umber method4. Detail e timat 110 marks}4 b Explain rhe role of economics in co ring of a project 1 1 0 marks]

Part n pecificatioD-Explai~ tb difference ben een Workmanship pe ification and material

Specification [20 mario 16 Write pecificaticn for foUuwing [20 marks]

a. Temporary structureb . M angalore tile roof ing

B ric k m as on ryd . W ater supply lines

7 Explain the ramrnar u ed in peciflcanon \ riting with r peer to following item.1. xcavation in oft oil2 . B r"ick M a oury 1 O mm thick3. Timber in beams4. oncreting in flooring 120 mar 1


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: z . p RES

Q. 3 a) Explain the purpose of Links in ReC Columns (4)b) Design a simply supported two way slab having effective span of3.0 M x 4.5 M. The load due to floor finish is 1.25 KN I Sq. M & the LiveLoad is 2 KN I Sq. M. Use M25 Concrete & HYSD steel Draw a neatsketch indicating the arrangement of reinforcement. (10)

c) A RCC beam is required to resist a bending moment of 80 KN - M.Design the beam using M25 concrete & HYSO steel. The width of thebeam may be assumed to be half of effective depth. Draw a neatsketch of the beam cross section assuming it to be a simply supportedbeam. (10)Q. 4 a) Explain the various types of Shear Reinforcement provided InRCCbeams. (4)b) Design a cantilevered RCC slab of span 1.2 M, using M25 Concrete &KYSD steel. The load due to floor finish is 1 KN per Sq. Ml & Live Load is0.75 KN per Sq. Mt. (10)c) Explain pre tensioning and post tensioning mentioning its sUitabi!ity andadvantages & limitations. '7 (10)

PART 11

a.5 a) Oesiqn a Stanchion to carry an axial load of 450 . The column hasan effective length of 4.0 M. Use a single (SMB section. (I~b) State the values of effective lengths and permissible stresses for Singleand Double angle struts in various conditions. ( ' O L t )

a.s a) State the Modes of Failure of Riveted connections. f t i J .b) Explain the various types of stiffeners used in Plate Girders { o ; 2 l .c) A steel plate having thickness of 12 mm is connected to another plate of10 mm thickness by double riveted lap joint, using 16 mm dia. Powerdriven shop rivets at a plteh of 50 mm. Find the strength and efficiency ofthe [olnt, (~

Q.7 a) Explain what Tack Riveting is and state it s purpose. {4}b) A tie member in a bracing system consists of two angles 60 mm x 60mm x 8 mmplaced back to back on the opposite sides of a 12 mrn thk.gusset plate. The rivets are 16 mm in diameter provided in one row. Theangles are tack riveted. Determine the tensile strength of the member.(10)


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'1. . . . . . . . . . ~ .

BlilD

,6 . ,\ 3 .0 mts, X "',0 nll room is to be con tru Ct"d at fill noor in 1.', coustructinnI('rhnique of \1. . framed structure bi' iug: blick pun I \Hlil and marble mosaic nool'f inish and 5kirt ing. D raw plan tend cti 11 of ihe n o r t o III. ';Ii t s cens rrucr ien(0 sea II .' .I :15. (30 ,DI'a~ detail at the junction of the wall and the ODor she 'Il~ the M . srrur tnral". st m, noor' fini h. kirtino and wull 10 cal 1:2. f20

.J, .\ 1., roof tn~. with 1\lallg:IJol"e tile co t"ring ... t be pro ..i' ed nn u halladmen urins 6.0 mtsX 9.0 mrs,a) Draw ,,1 n and part cross section ofthe rnof to explain the cunstruetion of

1. . reef'tr S "jth Ianaalcre tile roef coverins fo scale 1:25, (~Olb) Dra 'detailofe.ve putterto_talel:l0 10


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P RTIV (Attempt an" one)Q .8. D iscuss the build ing T ypology and Architectural expression of the post

I ndependence Ind ian Arch it ec tu re .Q.9. Discuss Lite philosoph} and any tw o w orks or the A rchitects B . D o hi and CharlesCorrea.


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..1...PART (IL\.\.Mi'l'\'flON- Bt'ILOI'\'G SER'I(E~

PART-IIIQ.6. a) OJSfll fh!J need r0 I' ~1 '0 t1nd E LC 8 in elec tri cal circuits.

b) Discuss th~pIY{,


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irne: f! ffour,' {JOJU jun. 111 - 13 ( 1 p.rn.]1\I;l\imum Mar"k': lUll,

I are: ;!nd' 23t"d nee. l!)(JX011 \: \Ion lay &. u >~ ll ay

he end of the first dn . ) oua '" required to 'ubruil prelinunar: sketch~lCl\\ 'inq Ire plan. ba ic plan ~sections ere, explaining ()eSi!il Concept. i\Of). ofthe pn~liminary scheme rna) be retained in the examination HaJl fOl~tudent reference dUI;ng the second day,

2 .. - major ' deviation f.om the above "ill be permitted in th final submission,3.P.'csrribed scales shall . e Iollewed.4 ..\. 'urn dimen iOllsl re dat. not slven and stare the 11m' rte. dy.5. his paper contains I p 0 and J !..ttch,

I. You are called upon i desian Health entre in II rural area III.' r Urban MetroTown SOm ~ 90m plot as per the itt" phil! nHachcd,

2 .om H, E.ach roam \\irh 2 4 sq.m, each'xamination area"'l1bio . tniler.

2. :\hlJe c Female ':u'd o r s Bed each" ifh common tnilct,2. "'aitio urea for patients,1.4 Lnbormory2..5 Oi pensi r) (\Ie-diml tore)2. Ores iog 1'00112 . Mioor Opel ' : lDOn heatre2. eneral Toil 1. for Ladie

euernl Tnilets for Gen s

-'q.m.J' sq.m,2 q.m.

6. J sq.m.

(01' 2.11 PArking in the open for carslscfIOtets/r)eie

3.1 ire plan h l\iDg proposed buildinJ!_, roadsrpavernenrs. parkinv 3J'C'a andLandscaped lJn~a(f :20U cale) (50 marl' )

3.2 Plans (I: I 00 call.')J.J eerie ns & 'Il'" .uioll (I: I , en Ie] 100 mark'

l:- marks)


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' 1 0mI

T1I! lND lANINSTITUTI or ARCHITECTS SKETCH-1PART nXXAMINATION (SCRKME 2004)

ARCHIT B C TU lL \L D ESIG N mSIrI PLAN

(NOT TO SCALI)

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10m. ------)zeN I C i ENVELO PE

25 r n

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20 01 WIDE APPROACH ROAD

Dec 2008indian Institute Of Architects Part-2 Examination Question Papers2005-2009

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Transcript of Dec 2008indian Institute Of Architects Part-2 Examination Question Papers2005-2009