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Elab Elabor orat ate. e.
philosophy global following:
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INST INSTRU RUCT CTIO IONS NS FO
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REQUIREMENTS:
II. iii. iv,
v. i. vii.
dmin dminis istr trat ativ iv offi office ce cons consis isti ting ng of Prin Princi cipa pals ls offic offic ic Pr ncip ncip ls Offi Office ce
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20 mks.
notes (Any Four):
Cement ratio. Properties OfWTOUght iron. lp
15 mk Q. 0.3 W h a t ak d u n g their applications.
15 mks.]
proces of'sppl of'spplicat ication ion of Paint on l d
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P la la n F o rm rm . O ri ri em em a n on on ,
iii)
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.7
fo ensu ensuri ring ng day
in system bloc blocks ks
Dot i)
while
uildi uilding ng enve envelop lop Fenestranon
ch n q ue ue s Discuss various e ch in b) xplain di Q.4
office buildin
fn
ith
ii Pclhnion Comrol
E nu nu m a t b r e t theavailabte upcoming large hou
[125]
India.
Wind brea brea iii) Wind
2.51
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city
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th
Maximum
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Day: Frida
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fr irn:f1C3te full full mark marks. s. DQ be wr tt a.dditional data if necessary.
s1 te yo
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S4
Q.l
a) Expl Explai ai
tc
US
only_
sa stee steels ls tables in permitted
witillleat stress diagram,
Un
effective d e p a 1
"tidfu
mm Assu Assumi ming ng MlO concrete balanced section.
c)
xe
beam
at
span
eed
Re fo ce
UD
ha he beam
point loads
0KN from the let1.sup let1.suppor porLAn LAnaly aly:se :se
reinforcement Q.2
a) Stat Stat
(10)
the diff differ eren ence ce betw betwee ee
ReC Short and Long Cotwnns..
is reinfo reinforce rce with 16 rnrn dia. longitudin longitudinal al reinforcem reinforcement ent bars.. ~ing fi the Joad it can carry. if it has Desig Desig the Unks for the of
(4}
Nos. of r.Q5 COIlCfete 5M
span continuous beam ABCD, is at D. su loaded is spans at with UDL of the span point load 1_5M from B. Anal Analys ys 1tre TItEOREM lHREE BMI) th pattern of reinforcement (10)
FICATION bJu
1.30
Time: 100
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to
candidates: Part-I
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Q.3. (8 E xp xp l
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thick
m e h od od s o f basis tenders
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in fo fo rc r c em em e n s te te e ii R e in
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specifications viding ne brick worz ofing.
it
Q_7. \i a} U,
specifications
: .I.I ec ec lr lr ic ic a \ \ i ri ri n o f
w in i n do do x
th line
r es es id id en e n ti ti a building
te
rate rate ende enders rs." ."
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le electricity
b03J
supply from
ic
to consumer.
OR conc concea eale le
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Q.
cond condui ui lVlrmg.
process.
in
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50 Co uter uter la orat orator or (f 20 stud studen ents ts Toil Toil ts fo boys boys an gi ls Sepa Separa rate te/f /flo lo La orat orator or fo sc ence ence fo seco seco dary dary (Phy (Physi sics cs Chem Chem stry stry an iolo iology gy
q.
de uate uate
rea. rea.
each. 55 Sq.m Sq.m each each
40 stud studen ents ts indo indoor or Mult Multip ip rpos rpos all/ all/As Asse se (Cap (Capac acit it 250) 250)
30
ly Ha
Sq.r Sq.r
ground. 0s 60 Nos. Note:
i.
ii. Perm Permis issi sibl bl iii.
grou ground nd cove covera rage ge
45% Ylith
Drawin Drawin
Requi Requirem rement ent Marks
Fi st Day' Day'
ketc ketc s, 1:
3.
4.
wo
ct :1
tc
xp
id
th
100
lobby admeas admeasuri uring ng 4.0 mts, office lobby witba G.!. fram fram susp suspen ende de P.O. P.O.P. P. false ce ling ling le el of .0 rots. part
mt
6 0 mt
in ei ht is
provided false
ceilin in an p an false ceil an e n g
b) detail il of't of'the he false ceil ceilin in show showin in th .framing a n d s us Draw sectional deta u s pe p e nd n d in in g de ai s, ndir ndirec ec ight ight an po fight s t e 1 sectional d e a i o f h e A c ou ou s c a p an an e i n k i n g v e n d at th ce scale Q..No.7 No.7
RC.C RC.C
framed room
mts,
.0 .. C.C. slab an the verandah is covered with suitable As me chaj chaj it pp site site walt
its long longer er side side The room is cove covere re
"Wit "Wit m e sim.ply supported with. R 'C wi 'C , C .
th vera vera da sh wing wing th R.CC R.CC deta detail ils, s, wind window ow with
door door open openin in
ftDdlhe
structural
Reinforcement slab slab over over vera verand ndah ah which project
cantilevered beam support. Scale mks,
-Z..
ID
-t} fE'"'HG:'
permissible
st es es fo various
ly supported to
SQ. the arrangement
ete. (4)
lal,r lal,ring ing effec effec.t .tjv jv Live Load Load is KN Sq. the Live HYSO steet, neat sketch U-ldicafing reinforcel'Th..."'nt (10, 51-ao
is required U e beam of its effective depth.
KJ
YS
M.
stee steel. l. The
(4)
beams Way
Q.
Concrete
YS eL The ive he ad K.t~ Floo Floo Fini Finish sh is 1.,5 K}': Sq. neat cross section a£oog C1E:shorta' span
it
a.s
Gyration
s la la t
or al
o r the
b) 00 plac placed ed tanchion oons:.ists OOClll1"lels IS ek to back.. iV F O l d the clear distance between their backs the column has equaJ iner inerti ti abou abou the bN axes. If file effecf cfue ue Ieog Ieogfu fu file CDWmrt has an effe its bai:h am1s hinged, "fim:1"!he safe. load that file column carry.. (10) .6
fonnulae ae fo effe a) Stat Stat 'th fonnul effect ctiV iV configurations...
mrnx
mm placed bad<
area area of tension m e m b e r in various (4)
1he same same side side
of
diamet eter er prov provid ided ed ill one row. 18 mm in diam the me.mber if the taking riVe en riVets ts ar
Detennine the te provided and if the taking rivets
what are Built Up B e a m s and where they b) s im im p t s 1 p pO p O r te te d beam afspan th enti entire re span, Design d1e beam
beam
carries
UDL of
aver section_ Cbedl1he
