June-2008._-2pdfindian Institute Of Architects Part-2 Examination Question Papers

8/7/2019 June-2008._-2pdfindian Institute Of Architects Part-2 Examination Question Papers

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- ------~- - -- -.- ---

ime: 3 Hours (I .30 a.m. to 1.30 p.m.)

1nimunt Marks: 100.f 1 1 . . 1 1 ; ( ructions to andidA(~:

I. I ttempt FIV '.qu lions in all

2. Atlrmpt 1'\ 0questions Irom Part Iand . question each rrom Part 11,111

and IV.

J. AU questions ul7)' equal marks.

4. ltlustrat your answ r \ ilb neat sketches

5..All answers ar to be woUen in English languag only.

6. This question papercontains nine questions a d Is of one p ges,

ode No.20J

Friday

P RT- (AttcmplaD), two)

Q.l. \Vhat are the mo-st notable differences between the Islamic and Hindu

structures in India? Support your an wers with tile help of typical religious

stru ct u res .

.2, How do yoo lUognize Islamic struetares ofGujarat style? Describe in derail

(he Jami Masjid or Ahmedabad to establis 1 your nsWC:I".

Q.3. \Vrite an essay on the use of dom and arch in I lamic structures in India.

PART-II (Attempt Rm' onr)

Q.4. What do ou underst nd by "Indusrrial Rc\-'oluliou' ,? Ur:.cu s the imtUlCI r

Indus1rial Revolulion on the development of new rown and indu trial cities.

0.5. WhHI was the basic: purpo e of .he 4Grcar elhibitions of 19tJ: a Rnd 20'b century"

Describe in detalls ... ' least one structure, erected for lite purpOSf ' of such all

Clhihition.

P HT-l J I (AUrOJpl any our)

Q.G. \Vilh (he help of skerche • narrat the role of n uhau IN I>EVELOr~MENT

NO PROMOTIO OF modem .rchit('C'lurc.

Q.7, Write noles on the wor of(8n) two):

II) Lculs-I-Kafm b) }'.L. Wright 31, Le 'orhusir

PART-IV (AUt pi Bny one)

Q.8. Critically analyze any two r.molll works each of

a) Cbar1es eona b) II. c«2Comrscter

Q.9. "Poilladependmu JDdLa u·cbltectureit.l copy ofpo11modem ItructuresIn USA ndEuropc"- JUitify ..



rime: J l lnur -(ilL\) s.m, (0 1.30 11.m.) DII~: 21 t June 200ft\l:u.imum \1ur!.. ..; IOU. Oft): Sarurdav

I n. Iruction tu Ihl' 'nndid lie :

I. Question No.' is rnrnpul ory.

1 "\1('011)( ni l plln!.

.t II[lI rratc )Q ur I Ull-y ,el with nelll sketches

.a _ AU '\n!t.wl'I" hI tln- ljlll:,'ions should be written in ENc.USlllangu8(.!_ on".

5 All questions tnrr) 'qual marks,

h. This Que. lion , . . . : l P r conlnin I page and 5 questicns,

0.1. Explain A 'Y FOliR Irom the rollowin~:

1. rurpo e of \1ClJ and L n in an el ctric circuit.

b. EArthin~ is must in an electric circuit.

c. The difference between gully trap and nahani (rap.

d. Purne e of drOll rnanhele,

c. The - d i (ferencc b tween PCI rol Intercepter Ind Ins~c(ion Chamber.

PART-IQ.2. Sketch I l lyp ic : l1 ectien I elc"o'alion p.ssjng through Indian c on the first Iluor

of a buildinJ: shuYt ing all the relev nl details. s izes finishes. fittings.fixturcs,elc.

OR

Dray, and CXlll. in II c purpc e o r last l. . before connecting (0 rnunicipa!

sewer, Sho'" !llllhc rele ant dc-tails oflhc same.

PART-IIQ.J. 1> 1 ruv .. \ armuv method!> fi r r. in Woler harvcs(ing "ilh ilS merits . no d merits.

Alvn ~II~~I",I "\lIch !>~Stc01 could be implemented best in y eu r "icioily and ... h y _

OR

EnullIt'rnh' "'hieh iml'Uri\IL~ arc eliminated and how in tin: Fillrluiull "rotc'!>).

durill1! "ilkr pu ilic 'liu ll R40 tiraYa' • slow sand liller.

PART- I I IQA. I'I"p re an ' IcClric layoul fur II jcy, IIcry shop atJmca.suring 6mls I. 12mt5,I\nd

II ·itllt -I...mh. ~u;:£c.!.l t , pe o f w i rf .: -S ,c a hl cs ., f id u re s. liningll etc, (n~s urne

\uilnhk !fat If n 'Cl"!>'Hn.) SUC!!" t r 'commended iIIumination)evth for Ilie:

,itoI' arul fur d. fllll~.

OR

I':lpbin h uYt tim ') If I"Ch1inl! u r e . .to r /c o nd uC l or s ",ork, describe and lIk lclt

'"I. I.I - :IL 'c 'rud ," with rt,t""Mnt d·C"ils.

PAlfr-IV().S. n."...ify !-'olitJ \ • ( antJ \U~J! t methods 10 di pose: dirrennt -..urc for better

hY2i III:

OR

E1r'.in dirre:rc:nl techno o~ie, u sed (or rC<)'clin2 of laIrd WUtC4

. , . ' , . ..



CocJcN o.20 I

4)

ARCHITECTURAL UE:IG:",\-II

Time: 12 Hours (I 0.30 a.m, Co4.30 p.m.) Date: 22u4 & 23rd June 2008

:\1a imum Mar~: 200. Day: t "unda & 100 fay)

1 . 1 1 Iruction~ rorCl\udid:\1 s;

I. At the end of lh first tla). you lIT required (0 ubmit k tch howill~

conceptual layou, plan, plnn t'lIJI41lnillg concept or (he de i~l1.

2. No maj'or deviation from the abeve will be (lcrmiHed in (he final submission.

3. Prescribed scales shall b followed,

4. As lime dimeu ionsl rea/data not given and tate th arne clearly.

s , Tllis paper contains 2 page.

s

You are called upon to design mutti-storeyed Residenri I Apartm nts f40 in no.) on

70 m x 70 m plo' near Chlndi~arh as p r the sue plan given below:

SITE PLAN

TO r r1

" .1 ' 1 0 1 \

""\I" .

.

.\0., .~ .

\0 lI\.

\

70m

ZOl'lins..

~nyc.lopL

..J., .

. . .. N. ~

IOr:l.



-2-

rART-1l :\Rcurn:n'lIRAL DESt ,1'1-11(SeliE IE 200""

1.1 F.A.I{ 1 : 1 .5

1.2 ~Iili,"um ;ruuud eo\'('raI!C 35%1

1.3 :\l:n:inwlIl Permis ihle ff(,ll!tn 2 - 1 1«(''(crupting Uft .Machine Room.

W"ll'r Ta IIh . . "

2,4 1 \1 ill. sct hilrh. III ~I (tow:lrd~ all the ~idr'

J. I . EOl l IRF.ME 'T.-

J Bed-Room AputLnCfllS ..0 110 •

Covered ArCR of each Apartrn nl--200 q ..rn,\.

l':~cliAmlrtmcnllo ace mmodalc:

•Li\'ing l{oom/Are-a

O J n il lg l lA)u n~e

Kitchell

3 Bed Rooms with all: ched bath Room

•

.. Store

. . t J t ility A rca

Servant Room with B:l(h Room

• l';iu:h Apartment shall 113\." indepeudeut \cr:lluJalt/nalcorl)'.

.. Ci rc u la (ion core for th e A pun me II b ,Iia [I 1I:1\'('sta ircase two lift<;, ci rcu 1:11 iuu

pn ,aJ,!" and electrical duct, ('irt'-!iafl"l), prevision duct,

J. IH~A\\I 'G. IU:Ot'IREr>

. . Sj{l~ (11:111..laowinJ! (lrupo\('d huilUIUI!.. ruad layuul, parking aud

l:lIllls(,:lllin~ 1:5(10 enle: (5U nlark!,

-I-Iuur pluu: n" picd Fhmr Plan ill C":IH' uf f('IIt'liti\ (' noon) Y o i(h

Iuruitur ht)uul

!-'rc(iom & Ekulioll'l (I:J 0)

To HIRke { he- s rheru e ,('"If-c l(' criprive (J: IO U xc It (10 I 12rl.. )

( . s o muJ.~)1IIiiI"~illIII' •• ,••••



('lIIk i\o ..!ll!

BI:Il.IlI:,\t; CO~STHlICT10J ..\;: :\1·\Tt:IUAL~-1l

l'iuu-: -t IItHm. (I n,.' } a.su, tu 1,JO p.m.]

"a \LIIlU rn I nr'-'5: lSI!

Dale: 14ll> June 20BS

D y: ' I 'Ll ~d;l\

,

'\11,\\\.:'1 :111\ Ihll"l' question including Qucsuon 1'0 I which is "'Illptlblll\ ill 1';111I Jlhi

'1l1!\t'. ',. .~ny Iwu questions tro rn P an -I I

'\ 1 1~ IlSWCI:i 111Iill' qlll'~tIUIlSshould be 'Hill ell in En~li sh llllh

Ih" p,'pcr C 1Iliailb 2 pages and 7 ques ion

..

p:\Rr-JO. '" I \\'rile shun norc ...~1f1 .m , four (If (h e I'(lllt)\ 109

a I \ 1 ix L n g _ o f (':I11CIII concrete(20 1 1 1 1 . . ~ I

1 . : ) Repainting nn old jwu '\tilt alld sln:1 \\or\.\

til PICC:tulHlII' ttl he taken \ .. 1111' u ! I o i l l g ! > ntheu c a dhc srvc

II" mk-, I

f)." l'IllIlH:I:tll' \:tlHI\I, 1I1t1ICllill, 11,••: < 1 Ill! l hcunal rns ulauuu

lvpl.nu \',1111 l!ll.·help 01 IH:.II '~.c1Lh Ihl.'11U\c!. in cun ..uuction

I "~I 11111 1" ' \.11 win', III

,II 1 1 , 1 1 . : 1 1 1 1Il.1 Ilk1 . \ 1 hle I ',pl.111I lIIelhod ami pICGllllillll'o h. he 1,1~.en ,d"k' 1 . 1 \ In~

III, ml ... I

PA lt I '-I I

(.I '. " !),,1\\ 'hell. Ill" I~, '>I1I1:.hh: la r CC' ",'"Ie I.. C\ pb i II tlH': cun ..' ruetron uf 1 1 1 1 . : t'ollo\\1nL!

I 'iI J mI.,

~,'(idf<C~lr 1!oi ft ,flru,ul crcd wnha c ,heet &ac rid ceo er

lIJ Cro .., ..··lIlIlJI II ,how Ille IlIlIl, '1IIlCJone r , r a:! I nih .....de and 1 j) mt .. deep trench In,I nu~ft.1 11'+,IiI III "III

"J ' "rllI.d ';1 II. ),11:111111tllW'II!.: ..".- I ...l, •.n. H'>e l~t ( tlhHl



I ICode 0.2.05

ITilE 1 HITECTS

Ime: 3 flours (10.30 Jl.If1. to 1.301).111.)

M aximum M arks : LO .

200S

Instructions 10 Cflndid,,(('s:

1. ..\uempt TIfR • qu ticns from S .c-l and T \'() from, {'(-II.

1.An wer to b bri f&sJltci(lc.\,ilhillllslral;o"s.H:Hl~.

J. Crrdit w ill he S !i vcn on ly fOI" iudi idual nhscrvatior and unders tauding of the

uhjcct.

4. All Answers to (he questions .hould b written io E ICLISH Language only,

5. Thi paper conlains 1 page 81U.I 7 qUC5ljoOS.

SI:<TION-I (Ans\\'er an)' three)

Q.1. 8) Describe the ompositc climate Zone with the http of climato-graph

giving all its elcmen Is AS ei en by G.A. Atkinson. I~

b) \Vhat are (he mechanl I11S that rnodcrete the rnicru-climste in urban

areas? III

.2. a) What are the major functions of openings in buildin $1

b) Explain witb sketches the components of dll lighl r"dol" analysi.s. 12

c) Recommcnd minimum OF for kitchen work(ops ,li ing room. c i . ..culat ion

Area and bedrcerns with dressing tAllies n residence, 0:

( .3, lIow does different f nes r:uion paUcrn. orientation and control aITect the

air rna erncnt, da liehl and elnn- in the indoor of building. 2!'

QA. Wrile short nolan:

R) Mahony table h) l lcliudnn cl NUl e criter] curve d) \ ind tunnel _5

().5 . "P Jl1 >s iv c (oolini: is Ih di!>,illl lion ur 'U'~ hCDtlJ)kc) desi~o!i(rIIl ·1:i.

ror all npoM'd building clt'fIICllb ", EXfllllin wilh evample varicu ...

arlplications on the lechniques of cony ecti e co line. evaporative cooting.

radiat ive cuolin~ and ~roul1d c ou li n it fo r [herm I cum rort in indoor

envirunment. 12YJ

0.6.• ) £umint' typical building forml n:sulling (rom the: various dim.'ietypes and their r-rrect on nois ,roblem and luucn pos ibk rcm«li.1

measu ...c ror .dor.ion III 'l1(.Ii.. (f}

b) "Modern Ouildinx Sft'ms to be much noi ier Ihln Ihe mlny old

homes"' .... State the rra on . JI/.

0.7. What do you uodemand by l..nwupioi!.. [Iplain itl role lad import.nlle

in rnodu".in& the micro-climale in • huildin . Esplain ilh .kdcht:l and

Eumplc:a . 1211,. . . . . . . . . . . .



0.206

Time: J Hours lIO.JO 8.111. to l.lOp.m.l

[aximum Mnr-ks: (0).

Ual!!: 2611l

June 2008

Day: Thursday

Instructions:

1. A ttempt a n y THREE questions f rom PART I & Attempt an y TW O

questio ns from PART Il

2 . F igures to r ight in dica te fu ll ma rks.

3. An swers to a ll questio n s sho uld be w r itten in EN GUSH o nly .

4 . Assume su ita b le a d d itio n al d a ta i f necessary .5. Illustra te yo ur a n sw er with s ke tc he s whe re ve r necessary.

6. Use o f IS 456 - 2000 , IS 800 - 1984 & steels ta bles in permitted.7. This paper contains 7 quest ions, 2 pages.

(PART I

Q.1 a) State the permissible stresses for M20 & M25 grade of concrete &

tho se fo r M ild Stee l & HYSD stee l. (4 )

b) A Rec bea m 250 mm w ide an d 500 mm in e ff ec tiv e depth is re fo rcedwith 4 Nos. o f 16 mm d ia . Ba rs on th e te n sio n side. Assum in g the grad e of

concrete to be M20 & HYOS steel, find the UDL that the beam can with

stand on a s imp ly s uppo rte d span of 4.5 M. (10)

c) A fixed beam o f span 6 M is lo ad ed with a UDL of 40 KN I Mover e

en tire spa n an d it also ca rr ies a point lo a d o f 120 KN a t a d ista n ce o f 2M

fro m the left suppo rt. A na lyse the beam & d raw the SFD & BMD & a

d ia gram in d ica tin g the pa ttern o f re in fo rcemen . (10 )

0 .2 a) Sta te the cha ra cter istics o f ONE W AY & TWO WAY sla bs (4 )

b) A RCC co lumn o f size 300 mm x 500 mm is re in fo rced w ith 8 NoS. o f

16 m m d ia . lo ngitud in al re in fo rcemen t ba rs. Assum in g M25 co ncrete &

HYSD steel. f in d the lo ad i t ca n ca rry a s a sho r t co lum n . Sta le the height

fo r w hich the given co lumn ca n a ct a s a Sho rt Co lumn . D esign the Unksfo r the given co lumn . (10 )

c) A three spa n co n tin uo us beam ABCD . 1 & simply suppo rted a t A & a t D .

The length o f the span "AS it4M & it ca rr ies a UDL o f 30 KN I ~ Thelen gth o f 8panBe 183.5 M & it ca rr ies a p o In t lo a d o f7 0KN a t 1.5 M f romB. The len gth o f span CD la 6 M & it Q 1 r n e . a central p O i n t l oad o f 100KN.A n alyse the beam ullng THEOREM Or; THREE MOMaITS & draw FD& BMD & a d ra gr am in d ica tin g the pa ttern Q rein fo rcemen t (10)

PIO



--- ---------------Code o.2l17

TilE I IlIAi\ IN:TITliTE OF ARCII1TE . 'S

E,,,~'IMATION, COSTING& SI)ECIFICATIO S

Iillh': 3 l lours (10.3 a.rn. to I .. 0 p.m.]

\ 1"iUlIIIll Mnd •.s: 100.

nale: 27PJune 2008

I)n~: ""da.'

Inst ruction to Candidales:-

Attempt FIVF Questions {Three from pan I and Two from pan III.., All ques tion must in written in nglish

3, This pa[per contents 1 questions and 1 page

Part I EslilllRtine and Cos-tin&

Q J.. \Vrite Mode of Measurement for following items 104marks]

3 E . cavation for plum bm g pipes

b. E xca vation lor f ounda ti on tr en ch

c I SOmm Thick B rick M asonry

d 300mm th ick B r ie # masonry

e Painting for grill

f Polis hing for \ Indo", fram es

_ g Reinforcement Steel

h Internal plaster tw o c oa ts

() t [J Explain dlrr renee hctw ell Ahstmcl anti bill of quantities and write bill of

[uantities for follo ....in g item (6 marks]

a Excavation in soil soil

b P.C C In foundation

C)I C Diff rcnriatc b tween Eng li hru thad uf de] rm inin~ tSlimRtc and IJ.W .O

111(,( hod of determ ining the: e ttm l\le 110 marksl

()2 write short nOI on any four 1 4 x 5 =. 20 1

a T a k w ork o r labourb Purpose of approximate esurnaie

c Adrninistr live a ppro va l a nd te chnic al unction

d Overheads

c Carpet Area. Plinth area • Floor Area an d B uilt up Area



I : ; ;

Q3 '''ork. our unit rate Analysis for Rny four items ( 4 15= 10 I

a Ashlar linc rna nnrv

b R C C i n I ~ ~

\\ II1UO\\ frarne

d. Internal plas ter

c. 15 0 O1m thic k bric k masonry

I ote ~Assume s ta nd ar d ra te s fo r la bo ur and material

Q-t '. planr purpn'c 0 rate annlys ls and the facto rs affecting the ra te n nn ly si! i

(20 marks)

Part IISDccificatigo

Q5 Explain r larion between working drawing and specification and write

pecification of Workmanship for brick masonry, painting and teak wood door frames

l10 marksl

Q 6 W rirc S pecifica tio n f or r ollow in g with respect to R.C.C 120 marks I (

_ shuttering

b. Formwork

c Prop. and centering

Remox al 0 . form work

Q7 Oefinr spccifiution and explain in detail types of specification. l20 marks 1



-2-

0 .3 a ) Exp la in in b r ie f SHORT COLUMNS & LONG COLUMNS (4 )

b) Design a simply suppo r ted one way slab having effective span of 3.6 M.The lo a d due to flo o r f in ish IS 1 N I Sq. M & the L ive Lo ad IS 2 KN I Sq. M .

Use M20 Concrete & HYSD steel. Draw a neat sketch indicating the

arrangement of reinforcement. (10)

c) A ReC beam is required to resist a bending moment of 65 KN - M.

Design the beam using M20 concre e & HYSD steel. The width of the

beam may be assumed to be 300 mm. Draw a nea sketch of the beam

cross section a.ssuming it to be a simply supported beam. (1a)

Q.4 a) Slate the advantages and limitations of a Doubly Reinforced beam.(4)

b) A ca ntilevered RCC slab has an effec tIve spa n o f 1 .5M . The im po sedload on the slab is 3.2 KN I Sq. M. Design the slab using M25 concrete &

HYSD steel. Draw a neat sketch indicatinq the arrangement of

reinforcement. (10)

c) Explain pre tens'oning and post tensioning mentioning its suitability and

advantages & im ita tio n s . (10)

PART II

Q.5 a) Stale the usual c ross sections of compress i on members. (4)

b) A s tanch ion consists of two channels ~ ~The effective

length of the co lum n is 5 .5M . Find the sa fe load th a the s ta nch io n ca n

carry. (10)

a,6 a) Expla in wha t Ta ck. R ivetin g is an a stale it s purpose. (4)

b) A tie member Ina bracing system consists of two angles 60 mm x 60

mm x 8 mm placed back to back o n the o ppo site s id es of a 12 mm thk.

gU8set plate. The rivets are 16 mm in diameler provided 10 one row. The

angles are lack riveled. Determine the tensile strength of the member . (10)

Q,7 a) State the various components of a Plate Girder. Explain the function of

ea ch o f the co mpo nen ts. (4)

b) D esign a Sta nchio n \0 ca r ry a n axial lo a d o f 320KN. The cclumn ha sa n e ff ec tiv e lertgth o f 2.8 M . Use a a in g le lSMB eecUo n . (10 )





o 0 {} A I II S casement \\indtm is tu hI.! provided rn r an upl 'n i ll ! !- u!"s ize I ~L)'\ I ~unu s

external brick wall of 230mm. thk.a) D raw plan and eros . section of the \ indow to explain its cons truction In ~ ale I :.

(40OIls I

h) D raw enlarge pan plan detail to scale I I showing , Ii ing . of 1\1 S window frame 10 Ihe

Jamb side wall. g la/mg. etc (Illm!" :- 1

O.No.7 A r.c.c. staircase IS III b l! p rov ided in an enclosure uf~ ·WX" 0 I11IS of~ smgle slorc~

structure having Iloor 10 floor height as J 0 mrs

a) Draw Plan & lum .!.lludina l s ection of the r c c s taircase to explain II:. construction

Scale I : . 7 . . . 5 · - tol0 mks )

b) Draw detail of fixing ft \Y tread lind riser La the r C C steps. Scale I 2 (,t mks)

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June-2008._-2pdfindian Institute Of Architects Part-2 Examination Question Papers