-
FEE Part 1 (Civil) (3 hours & 10 mins) 40 MCQ questions
CE 101 Me hani s o Materials
CE 10 tru tural Me hani s
CE 103 tru tural nal sis
CE 104 oil Me hani s
CE 10 Flui Me hani s
FEE Part (Civil) (3 hours & 10 mins) out o 9 questions
CE 01 ein or e an Prestresse Con rete tru tures ( Qs)
CE 0 teel an Com osite tru tures ( Qs)
CE 03 eote hni al En ineerin ( Qs)
CE 04 rans ortation (1 Q)
CE 0 rauli s an rolo (1 Q)
CE 0 Environmental En ineerin (1 Q)
CE 101 Me hani s o Materials
tren th, sti ness an e ormabilit ;
tress-strain relations;
u tilit an brittle ra ture;
time- e en ent ro erties;
ree , ree ru ture;
relaxation;
li loa behaviour.
Con rete-makin materials,
ro erties o resh an har ene on rete,
mixin , la in , an urin , mix esi n,
estru tive an non- estru tive tests,
qualit ontrol, urabilit , an s e ial on rete.
Basi metallur ,
me hani al ro erties an a li ations,
wel in te hnolo an orrosion.
CE 10 tru tural Me hani s
tati s an kineti s o arti les,
equilibrium o ri i bo ies,
kinemati s an lane motion o ri i bo ies,
anal sis o sim le trusses an beams,
anal sis o stru tural members subje te to tension, om ression,
torsion, an ben in , in lu in su h un amental on e ts as stress,
strain, an elasti behaviour.
Bar or es in om oun an om lex trusses.
Ben in moment, shear an axial or es o beams an rames.
-
CE 103 tru tural nal sis
Dis la ements o elasti eterminate stru tures: rin i le o
virtual work an ener theorems. nal sis o in eterminate
stru tures. De ormation o in eterminate stru tures an
in luen e line metho . Dis la ement te hniques usin slo e-
e le tion an moment istribution metho s. Plasti theor an
anal sis. heor an a li ations o mo ern stru tural anal sis.
Con e ts o equilibrium, om atibilit an or e- is la ement
relationshi s. Dire t sti ness metho . Matrix ormulation o
trusses, beams an rames. tabilit on e ts an elasti
stabilit anal sis o rame stru tures.
CE 104 oil Me hani s
Basi eolo , uni ie soil lassi i ation s stem, me hani al
ro erties, e e tive stress rin i le, shear stren th,
om ressibilit , an see a e an onsoli ation; Mohr-Coulomb
ailure riterion ( raine an un raine ), settlement al
ulations,
rate o onsoli ation usin lassi al erza hi theor .
CE 10 Flui Me hani s
Flui tati s
Flui ro erties; h rostati ressure an thrust; buo an ;
stabilit o loatin bo ies.
Flui Motion
Continuit equations; Bernoullis equation; linear momentum
equation.
imilitu e
Dimensional anal sis; esi n o h rauli mo els.
CE 01 ein or e an Prestresse Con rete tru tures
C Desi n
Basi stru tural members an stru tural s stems. Loa s an
loa e e ts. e tion anal sis an esi n or ben in . Desi n
or shear, torsion an bon . Corbels. ervi eabilit an
urabilit requirements. Desi n o short an slen er olumns.
Desi n o slab s stems. Con entrate loa s on slabs. Desi n
o oun ations. etainin walls. ein or e on rete etailin .
-
Prestresse Con rete Desi n
Basi on e ts o restressin . Materials an restressin
s stems. Prestresse losses an time e en ent e ormation.
Behaviour an esi n o members subje t to lexure, shear an
ombine axial an ben in a tion.
CE 0 teel an Com osite tru tures
teel Desi n
Limit state esi n. Material ro erties an stru tural res
onses.
Lo al bu klin an se tion lassi i ations. Desi n o ull
restraine beams. hear bu klin an esi n o late ir er.
Web bearin an bu klin . Desi n o web sti eners. Lateral-
torsional bu klin an esi n o laterall unrestraine beams.
ension an om ression members. xiall loa e members
with en moments. Desi n o steel onne tions. Plasti esi n
o ortal rames. Continuous multi-store rames.
Com osite ( teel-Con rete) Desi n
tru tural mo elin an esi n on e ts. Moment a a it an
shear resistan e, ull an artial onne tion o om osite beams.
Desi n o om osite slab. Desi n o om osite olumns.
CE 03 eote hni al En ineerin
lo e tabilit an Earth etainin tru tures
Intro u tion to slo e stabilit an earth retainin stru tures;
slo es an embankments; earth ressure an retainin
stru tures; ee ex avations; al ulation o a tive an assive
earth ressures; esi n onsi erations ertainin to ee
ex avations.
Foun ation En ineerin
ite investi ation an inter retation o soil re orts; shallow
oun ations an ee oun ations; sele tion o a ro riate
oun ation t e; a a it an settlement requirements.
CE 04 rans ortation
rans ortation En ineerin
rans ortation s stems, lannin an mana ement; eometri
esi n o roa s an interse tions; esi n o lexible an ri i
avements.
ra i En ineerin
ra i low stu ies; tra i ata anal sis; tra i mana ement;
-
hi hwa an interse tion a a it ; tra i si nal ontrol. Parkin
.
CE 0 rauli s an rolo
rauli s
Fri tion an minor losses in i e low; i e an um s stems;
i e network anal sis; o en hannel low; uni orm low,
Mannin s equation; riti al low; ener an momentum
rin i les; h rauli jum s; ra uall varie lows, ba kwater
om utation.
rolo
Pro esses in the h rolo i le: basi meteorolo , rain all
re i itation, eva oration an trans iration, in iltration,
sub-
sur a e low, sur a e runo , stream low measurement an
h ro ra h anal sis; unit h ro ra h rin i les an a li ations;
requen anal sis o rain all or loo ata; reservoir an hannel
loo routin ; urban storm raina e esi n, loo eak
estimation.
CE 0 Environmental En ineerin
Environmental En ineerin
Basi h si al, hemi al an biolo i al water qualit arameters;
h si al, hemi al, an biolo i al ro esses or water an
wastewater treatment; water treatment rin i les an esi n;
water istribution s stems; wastewater olle tion an um in
s stems; wastewater treatment esi n; retreatment, rimar ,
se on ar , tertiar treatment, an anaerobi i estion.
-
anal sis o stru tural members subje te to tension, om ression,
torsion, an ben in , in lu in su h un amental on e ts as stress,
strain, an elasti behaviour.
