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2l
ctvtL ENGINEERINC 2009-2010 n
JAWAIHRLALNEIIRU
JAWAHARLAL NEIIRU TECHNOLOGICAL UNIVER.SITY HYDERABAD
-
L
Subject
Code
III Year B.Tech. C'E' t -Sem
T/PM
c
UNIT
t
Elective-IV
CnVfBNf : Portland cement
-
58ffi3
Ground lmprovement Techniques Design and Drawrng of Inigation Structures Airport Plaruring and Design
58004
Prestressed Concrete Structures
UNIT
-II
58m5
Data Base Management SYstems
58006
Rehabilitation and Retrofitting of Structures
J
58tr7
Manaeemenf Science
J
58601
Industrial Training
58ffi2
J
58@
Proiect
J
6
2
t5
10'
2
Comprehensive viva
T-Ttrtorial
23
25
tu W
9
All End Examinations (Theory
duration.
J
and Practical) are of three hours
L-Theory P-Practical D'Drawing C-Credits
jn
:
I
2
Total Note
-t
- chemical
TTPID C
tl-l-
3
compostn'on;fiYdration'Settingof
Structure of hydrate'cemelt of cement' grades Different
ADMIXTURES
586t2 Seffi-nar 58603
I
cement
or ld
58m1
L 3
(55001) CONCRETE TECHNOLOGY
COURSESTRUCTURE
TVYEARtrSEMESTER
TECHNOLOGICALUNTVERSNY
HYDERABAD
M{GINBMING
ENGINEERINC 2009'2010
.in
B.TECII. CIVIL
clvll-
properties
-
- Test on t'hysicat properties -
of admixtures - mrnera landchemicaladmixtureseffects - usage'
: Types
dosages
UNIT .III ACCnSClfES:
-
Classification of aggregate
Bond, strength & other mechanical e,lf a"nrity, porosity, adsorption
Delete Atkali aggregate modulus - Grad
& '
^
of sand -
graded aggregate
-
p
rpertres o
toisture c
-
soundness of aggfegiltg erties - Sieve analysis - Fineness & coars€ Aggregates - Gap gate
-
fine
Maximum aggregate slze'
UNIT - IV
tt^^+t^-.,.."r.ahiti workability affecting FRESH CONCRETE: Workability -'Factors of concrete times different tests Setting
by Measurement of workability bleeding & on workabitity - Segregation Effect of rime and,"#.^."# concrete of of concrete - Steps in manufacture Mixing and vibration
water' QualitY of mixing
UNIT. V :
I-aw Water / Cement ratio -Abram's
- Gelspaoe
HARDENED CONCRETE Strength in concrete -. Maturity concept ratio - Nature of strength of between affecting strength - Reration tension a .o.pr"rriori_ Fu"tors compression & tensile strength
Curing'
'il-
UNIT _ VI
Compression test TESTING OF HARDEI{ED CONCRETE:
-Factorsaffectingstrength-Flexuretests-spiittingtests codal provisions for NDT' Non-destructiu" t"rting irethods u,|lt
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clvrl- ENGINEERING 2009-2010 2.
UNIVERSITY JAWAHARLAL NEHRU TECHNOLOGICAL HYDERABAD
-etasticity
UNIT
- VIII
SPECIAL CONCRETES: Light weight
aggregates - Light weighr aggegare Cellular concrete No-fipes concrete - High density concrete Fibre reinforced concrete - Polymer concrete - Types of Polymer conprete - High performance concrete - Self compacting concrete.
concrete
TEXT BOOKS:
R.EFERENCES:
Concrete Technology by M.L. Gambhir.
Publishers, NewDelhi
- Tata Mc.
Graw
Hill
Concrete Technology by A.R. Santha Kumai, Oxford university Press, NewDelhi
Concrete: Miqfo structure, Properties and Materials and J.M.Monteiro, Mc-Graw
-
P.K.Mehta
Hill Publishers
jn
1.
L 3
TtPtD
-tzt-
C 4
(55002) DESIGN OF REINFORCED CONCRETE STRUCTURES
tu W
l. Properties of Concrete by A.M.Neville - Low priced Edition - 4fi i' edition 2. Concrete Technology by M.S.Shetty. - S.Chand & Co. :2004
ItrYearB.Tech.C.E.I-Sem
or ld
of mix design
.in
ELASTICITY, CREBP & SHRINKAGE - Modrius,of - Dynamic modulus of elasticity - Posiison's ratio * Creep of concrete - Factors influencing creep - Relation between creep & time - Natu.e of creep Effects of creep - Shrinkage - types of shrinkage.
UNIT - VII MIX DESIGN : Factors in the choice of mix proportions - Durabilityrof concrete - Quality Control of concrete - Statistical methods - Acceptance criteria - Proportioning of concrete mixes by various methods - BIS method
CIVIL ENGINEERING 20.09-20 lo
ts
UNIT
-II
design Beams :' Limit state analysis and reinforced, T and L beam sectlons'
of singly reinforced, doubly \
beams, detailing.
HII;
"tJt-o-wav
Coefficients TJNIT - V
slabs, one wav slab'
Footings : Different types of footings
to"tG*o*'slab using I
' -
S
'
Design
of isolated':square'
Combined footings' rectang-ular' circular footings and
UNIT
- vI
bending and biaxial columns - under axial loads ' uniaxial Qhgrt and Long bending - I S Code Provrslons'
-VII deflection, cracking and codal Limit state design for serviceability for
UNIT
provision.
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www.jntuworld.com
UNIT
ENGTNEERTNG
2009-2010
24
- Design of Canopy (Portico)
IIIYearB.Tech.
TEXT BOOKS:
l.
Limit
state designed of reinforced concrete - P.C.Varghese, Prentice Hall of India, New Delhi. 2. Reinfbrced concrete design by N. Krishna Raju and R.N. Pranesh, New age International Publishers, New Delhi
Reinforced concrete design by S"Unnikrishna Pillai & Devdas Menon; 'Iata Mc.Graw Hill, New Delhi.
4.
Fundamentals of reinforced concrete by N.C. Sinha and S.K Roy, S.
Chand publishers
Fundamentals of Reinforced concrete design by M.L. Gambhir, Printice Hall of India Private Ltd., New Delhi.
2.
Reintbrced concrete structural elements - behaviour, Analysis and design by P.Purushotham, Tata Mc.Graw-Flill, 1994.
3.
Design of concrete structures
-
Arthus H.Nilson, David Darwin, and
TIPID
ll-l-
C 4
(55003) ENGINEERING GEOLOGY
-
tu W
Chorles W. Dolar, Tata Mc.Graw-Hill, 3rd Edition, 2005.
4.
Design of Reinforced Concrete Foundations Hall of India, New Delhi.
5.
Reinforced concrete structures, Vol.l, by B.C.Punmia, Ashok Kumar Jaiu andArun Kumar Jain, Laxrni, publications Pvt. Ltd., New Delhi
6.
Reinforced concrete structules Publishers
-
-
ct over the properties
Civil Engineering
CivilEngheering PhYsical geologY'
ofrocks impofiance
dams, reservoirs and tunnels weathering
P.C. Varghese Prentice
Magnesite, and B auxite'
I.C. Syal &A.K.Goel, S.Chand
Limit State Design by B.C.Punmia, Ashok Kumar Jain and Arun Kumar Jain, Laxmi, publications Pvt.I-td., New Delhi
jn
.
L 4
of commonrock like "Granite"
:
l.
7
C.E.I-Sem
or ld
3.
REFERENCES
2OO9-2OIO
JAWAHARLAL NEIIRU TECHNOLOGICAL UNIVERSITY IIYDERABAD
- VIil
Miscellaneous design stair case design
CIVIL ENCINEERING
25
.in
clvrl
excavation, stone aggregates'
UNIT
- IV
STRUCTU
geological time scale, Out c structures associating with and joints - their important types'
UNIT -
Principles Electrical
www.jntuworld.com
ical studies ic methods' Geothermal
www.jntuworld.com
ENGTNEERTNG
2009-2010 'x
CIVIL ENGINEERINC
n
JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD LTIPTD C III Year B.Tech. C.E. I -Sem
method. Special impottance of Electrical resiqtivity methods, and seismic refraction methods. lmprovement of competence of sites by groutin$etc. Fundamental aspects of Rock mechanics and Environmental Geology. OF DAMS A}[D RESERVOIRS : Types of dams and bearing of Geology of site in their selection, Geological Considerations in the selection of a dam site. Analysis of dam failures of the past. Factors
VII
Ground water: Water table, common types of ground water,
springs,,cone of depression, geological controls of ground water movement, grourldwater exploratioir. Earth quakes, their causes and effects, shield areas and seismic belts. Seismic waves, Richter scale, precautions to be taken for building construction in seismic dreas. La:rd slides, land slides hazards, water in land slides their causes and effect; measures to be taken to prevent their occurrence. Importance ofstudy ofground water, Earthquake
and.landslides.
TEXT BOOKS:
l)
3)
. ,"
publicationi
,
CBS Publishers
3.
-
Mass- volume relationship
UNIT. II
-
and clay mineralogy
Relative
ft:ttt
-
I
OF SOff.St Grain size analysis - Sieve and consistency timits and indices - I'S' Classification
i*Ot"*ttES
^O"* Hydrometer methods of soils.
-III PERMEABILITY: Darcy's law- perme determination of coe UNIT
.ts_
loru I*:
J
I
out test)' Insitu permeability tests (Pumping in & Pumping
UNIT. IV EFFECTIVESTRESS&SEEPAGETHROUGHSoII.S:Total,neuffaland : quick sand condition effective stress - principle of effective stress Seepage through soils
-
Flownets: Characteristics and
Uses'
-
|
I
.'
F.G Bell, Fundamental of Engineering Geology Butterwerths, Publications, New Delhi,' 1992. Krynkie & Judti, Principldsof Engineering Geology & Geotechiiics,
jn
,
Rasorbed water
3
Engineering Geology byN,Chennkesavulu; Mae-Millan,:Pubtishers 2d Editiq4India Ltd. 20I0Engineering Geblogy by D. Venkat [teddy; Vikas Publications ,
REFERENCES:
1.
'-
-I
INTRODUCTIoN: soil formatioh - soil structule
Principals of Engineering Geology by K.VGK, Gokhale -- B.S
2)
2.
UNIT
tu W
IINIT - VIn TUNNELS : Purposes of tunneling, Effects of Tunneling on the ground Role of Geological Considerations ( lithological, structural and ground water ) in tunneling over break and lining in tunnels; Tunnels in rock, subsidence over old mines , minining substarrces
(55004) GEOTECHNICAL
or ld
UNIT -
ll-lENGINEERING ' I 3
UI{IT - VI GEOLOGY
Contributing to the success of a reservoir. Geological factors influencing water tightness,and life of reservoirs, Geo hazards, ground subsidence.
2OO9-2OIO
.in
crvtl
& Distibution,
Fundations of Engineering Geology Cry press Taylor & Francis.
-
Tony Waltham
-
Spon presV
www.jntuworld.com
UNIT _ VI COMPACTION:Mechanismofcompaction-factorsaffectingcompaction effects of compaction on soil properties compaction qual itY control'
-
-
Field compaction Equipment
-
I
www.jntuworld.com
and under consolid'ated
ENGTNEERING
2009_2010
2g
soil - preconsolidation pressure and its l-D consolidatio;r,theory - coefficient of
determination - 'Terzaghi's
consolidation: square root time and logarithm of time fitting methods.
UNIT. VIII SHEAR STRENGTII OF SOILS: Imporrance of shear strength _ Mohr's_ coulomb Failure theories - Types of laboratory strength tests strength tests based on drainage conditions - Shear strength of sands - dilatancy Critical Void Ratib - Liquefaction- shear srrength of clays.
TEXT BOOKS:
I
Basic andApplied Soil Mechaniis by Gopal Ranjan &ASR Rao, New age International Pvt. Ltd, New Delhi
2.
Principals of Geotechnical Engineering by Braja M.Das, Cengage Geotechnical Engineering : principles and practices of soil mechanics and foundation Engineering by VNS Murthy, Taylor & Francis Group.
REFERENCES: Geotechnicat.Engineering by C. Venkataramiah; New age International Pvr . Ltd, (2002>.
3
ll-l-
C 3
(55005) WATER RESOURCES ENGINEERING'I
UNIT.II
evaporatlon' Abstraction from rainfall-evaporation, factors affecting Blaney & and Penman measurement of evaporation- Evapotranspiration-
tu W
infiltration, infiltration indices'.
Soil Mechanic.s.-TlM. Lambeand,Whirman,Mc-.GrawHillpublishing Company, Newyork.
3.
Geotechnical Engineering by Manoj Dufia & Gulari Mc.Grawhill Publishers New Delhi.
4.
Soil Mechanics and Foundation Engg. By K.R. Arora, Standard Publ ishers and Distlibutors, Delhi.
5.
JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD TTPID L III Year B.Tech. C.E. I -Sem
measurement of Criddle Methods -Infiltration, factors affecting infiltration,
l.
2.
2OO9-2010
Formulae.
Irarning Publishers.
3.
CIVIL ENGINEERING
E
or ld .in
crvtL
S.K-Tata
jn
Soil Mechanics and Foundation by by B.C.punmia, Ashok Kumar Jain and Arun Kumar Jain, Laxmi, publications pvt. Ltd., New Delhi
UNIT.III
Effective Distribution of Runoff - HydrographAnalysis Flood Hydrograph Hydrograph Rainfall - Base Flow- Base Flow Separation - Direct Runoff
efinition, and limitations of applications of Unit Unit Hydrograph from Direct Runoff Hydrograph drograph, Synthetic Unit Hydro graph' n of
UNIT.IV
parameters' porosity' Ground water Occurrence, types of aquifers, aquifer
specificyield,permeability,transmissivityandstoragecoefficient'Darcy's Types of law, radial flow to wells in confined and unconfined aquifers' wells,- Well Construction
UNIT.V
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- Well Development'
www.jntuworld.com
-F-
.IVIL EN.INBERING
t '
CIVIL ENGINEERING
I
2009-2010
2oo9-2olo
31
30
L
III YearB.Tech' C'E I -9em (55006)
UNIT.VII
;*d;;;i";, r;ii;;",?; canal lining.
4
TIPID
C
-l-l-
*,tffiEG,|i+il.t.EMENr
4
:
of QualitY requirements Inclustrtes ssing and BrewerY waters
or ld
canals by Kennedy's and Classification of canals, Design of Irrigation ;";tiig, rs standards ror a canatdesign
TJNIVERSITY
.in
TECTINOLOGICAL JAWAHARLAL NEI'NU HYDERABAI)
-
-
ds' Volurne reduction and PrgPorttontng'
-
wage'-'ionsequent
problerns.
TINIT' trII
and into stfeans.i'Lakes and oceans Industrial waste water'discharges
streamflow.
problems.
1oo5::-. . T"xT 1. Engineering Hydrology Ltd.,NewDelhi
Punmia & Lal' Laxmi Irrigation and water power engineering by NewDelhi Publications Pvt' Ltd',
REFERENCES:
l. 2. 3.
H)t#;"lX"
tu W
2.
by JayaramRed< ty,Laxmipublicationspvt-
PHI publications' Elementary hydrology by V'P'Singh' Standard krigationandWater-Res;urces &WaterPowerbyP'N'Modi' Book House. Printice Hall of IrrigationWater Managementby D'K' Majundar'
Indra.
PHI
jn
Irrigation and Hydraulic structures by S'K'Grag' R' Maidment larry W' Applied hydrology by VenTe Chow' David MaysTataMC. GrawHill' Garyl' Lewis' 6. Inffoduction to hydrology by Warren Viessvann' Jr'
4. 5.
in of Munlc'real Waste Water of Industrial wastes - use
lndustries.
UNIT Ullr ^
-V
uv^^^ Tgxttlgst wastc W4OUV ftorn --" " ---id ^iod
qto:eT_
funtt".ies, Spgcial
tvtanutacturing rrruuru rulP lnjus.tr ano P.ulP I'aDgr and Paper -Ch^aracteristics' Effects
ar ru u wq u'v"- " ^- ',] fforn Fertilizers' T]NIT. VI" tteutm"ttt methods. Manuf acturinc3g:T:::1,*1'lgl"[11:.1?"::;lF]"TffiurrJ EJ fft'lfi ,1"':Hd'd#r-'-$""iutct'uiu'teristics' Mil VlI UNIT - VII : -- ^-!^i^rlin'id waSte from suger Mani jf acturiirgPiocesss"dtuigil*tf-",1*0"1f ,Xl:fi Ti##3i#:T'ii
$;:t'n*'*:Hi"i:f,11lij::!fd';li'?#'#,jii"aji't"nt';speciar Bl'"":""#l#ri|r"dtt"J,i^u"it'uui*""tmethods' ilNtr - vlr A'dv ant ges and SuitabilitY, 3 iti';" Hiti*"' Tg"*:*; Il1*' "a
;i##di#'djii*t-ri'poca!,lvrethods' T"n$,"T*o$f;J ''
rreatment bv
vlN'
nao
u"i Doo' orifor{'f
N"*P"ttti.
REFERENCES: ;.
- ;dtd'
;adtd of Indtidtry tiv
,^.-,,.',
Newit€fii1"-*-
i;;':$;;J;;'d;bv I''"}::T":f Hammer (Jr)' J.
www.jntuworld.com
t""li
Mark
r
.
' ',
Hammer and Mark !,'
www.jntuworld.com
CIVIL ENGINEERING ENGTNEERTNG
evaluation of Audit data and of Environmental Audit, onsite activities'
JAWAHARLAI, I\EHRU TECHNOLOGICAL UNIVERSITY
preparation of Audit report, PostAudlt activities'
ITYDERABAI)
III
L 4
Year B,Tech. C.E. I -Sem
TIPID
-t-t-
uNrr ' vIrI
C
r -r mL- .-,-+^t t The Air (Preventton r & water Act' The Environmental Pt'otection Act' The lifeAct' Control of pollutionAcL), MotorAct' Wild
4
(55007) ENVIRONMENTAL IMPACT ASSESSMENT AND
Impact assessment statement Case studies and preparation of Ertvirbnmental
MANAGEMENT
for
-I
TEXT BOOKS:
Basic concept of EIA : Initial environmental Examination, Elements of EIA,
- factors affecting E-I-A Impact evaluation and analysis, preparation of Env iro nmental Base map, Classification of environmental parameters.
UNIT - II E I A Methodologies: introduction, Criteria fbr the selection of EIA T
- III
tu W
Methodology, E I A methods, Ad-hoc methods, matrix methods, Network method Environmental Media Quality Index method, overlay methods, cost/ benefit Analysis.
UNIT
various Industries'
or ld
(ELECTTVE-r)
UNIT
2OO9-2OIO
13
2009-2010 g
.in
crvrl
Impact of Developmental Activities and Land use: Introduction and Methodology for the assessment of soil and ground water, Delineation of study area, Identification of actives.'
UNIT.IV
Assessment of Impact of developmentActivities on Vegetation and wildlifb, environmental Impact of Deforestation - Causes and effects of deforestatist.
UNIT.V
Procurement of relevant soil quality, Impact prediction, Assessment of lmpact
significance, Identification and Incorporation of mitigation measures.
UNIT - VI E IAof surface water, Air and Biological
jn
environment: Methodology for the assessment of Impacts on surface water environment, Air pollution sources, Generalized approach for assessment of Air pollution Impact.
UI\IIT - VII Environmental Audil & Environmental legislation objectives of Environmenrdl Audit, Types of environmental Audit, Audit protocel, stages
www.jntuworld.com
1. ' 2-
Management' Publisher: Environmental ImpactAssessment-& DaYaAuthor: B B Hosetti,AKumar by Y' Anj aneyulu' Environmental Impact Assess rcnt Methodologies'
3.
B.S. Publication, Sultan Bazar' Hyderabad' by J' Glynn and Gary Environmental Science and Engineering,
Hein Ke
- Prentice Hall
l"tfll):::' 2.
w'
Publishers
,"''n" and Engineering' bv Suresh K' Dhaneja '
Delhi' S.K.,Katania & Sons Publication'' New by Dr H'S' Bhatia Environmental Pollution and control,
Publication (P) Ltd, Delhi
- Galgotia
www.jntuworld.com
35
2OO9-2OIO A
CIVIL ENGINEERING
cIViL
#
,
ENCINEERING 2irci9-2010
.,t
TINI\DRSITY .IA\4AHARLAL NEIIRU TECIINOL9GICAI'
JAWAHARLAL NEHRU TECHNOLOGICAI! UNIVERSITY
T|PID :, J-l-
L 4
III Year B.Tech. C.E. I -Sem
IilDERABAD
III
C
.in
FTYDERABAD
I'ear B.Tech. C.E.I =Sem
4
-I
2.
with inclined legs and gable frames
UNIT - III
- portal frames
(upto single
4.
5.
T
ptasti"analysis-I_Ductility-ultimateload_plastichinger-shapefactor
-
moment iurvature relations upper and lover band the"
-
UNIT
IV
UNIT _ V aouiyri,
UNIT
-
portal franres
of building frames by subsriture frame
- VI
Analysis of frames for lateral force
UNIT
- VII
UNIT
- VIII
-
-
meqhanism.-
-
upto five bays method.
portal and cantilever method'
-
jn
Theory of Structures by B.C' Punmia, Jain, Ashok Kumar JainArun KumarJain.
2.FiniteElementAnalysis-S.S'Bhavikathi,Newagelnternational Publication. 2010
RBFERENCES
1.
Analysis of Structures
- T' S' Thandavamurthy'
Oxford University
- 2009. Basic of Structural dynamics nad Seismic design/ S'R' Damodara swamy and S. Kavitha' -PHI,20l0
Press
2.
8.
9.
vibration Introduction to Structural dynamics declaimer's principle -Free veetour' single degrtee of freedom - Eagleville - Eign
1.
Impact ofjet on vanes Sturiy of HYdraulic jumP'
7.
Introduction to Finite Element method - Application to one dimensional elements - shape function - lagrangian serendipity elements'
TEXT BOOKS
Verification of Bernoulli's equation'
6.
'
tu W
plastic Analysis - II - Plastic Analysis beam portat survey mechanics.
or ld
Momentdistributionmaterial_Applicationtotheanalysisofportalframes
- II
2
meter Calibration of Venturimeter & Orifice for a gmall orifice / Determination of coefficient of discharge mouthpiece by ccrnstant head method' Notch and / Triangular Notch Calibration of contracted Rechngular pipe' Determination of friction factor of a losses' Detetmination of Coefficient for minor
1.
Kani's method - application to continuous beam bay two storages)
-l3l-
C
MACHTNERY LAB
(ELECTIVE.I)
UNIT
,|IPID
(55600) FI,UID MECHANICS &, IIYDRAULIC .
(55008) ADVANCED STRUCTURAL ANALYSIS
UNIT
L o
www.jntuworld.com
10. I
l.
12.
Pcrformance test on Pelton wheel turbine Perforrnance telit on Francis turbine' i
Fer,ormancecharacteristicsofasingleStage/multi-Stage ientrifugal PumP. pump' Performance chalacteristics of a reciprocating
www.jntuworld.com
2009_20t0
ctvrl- ENGINEERING
% CIVIL ENGINEERING
5t
JA\IAHARLAL NETry.g IECIINOLPGICAL I.]IJIVERSITY IITDERABAI) Year B.Tkrh. C.E. I
, l. 2.
L 0
-Sem
JAWAHARI-AL NEHRU TECIINOI,OGICAL T]MVERSITY
TIPID
-/3t-
ld .in
III
IIYDMABAD
C
(ss601) ENGJNEEnING GEOLOGY LAB
TIPID
-t2-t-
C 4
(s6001) DESTGN OF STEEL STRUCTURES.
study of physical @perties andiidentification of minerars referred
- I.
under theory.
UNIT
Megascopic and;rnicroscopic description and identification of
Materials - Making of iron and steel - types of structural steel - mechanical ploperties of steel - Concepts of plasticity - yielfl Srength. Lo4{s - nn6 combinations local buckling behavior of steel. Conceptof limit State Design
Megascopic and rnicroscopic identification ofrocks & minerars. Interpretation and drawing of sections for geological maps showing
etc. "
.
Simple Structural Geology problems.
- Limit States - Design
- serviceability - stability
UNIT
- II
Bolted connections
LAB EXAMINATION PATTERN:
-
l. Description and identification of SIX minerals
3. Interprctation of a Geological map along with a geologicar section.
nt Aj
- Riveted connections - IS - 800 - 2007 - specifications Design strength - effrciency ofjoint - prying action. Welded connections Types of welded joints - specifications - deiign requirements.
UMT
uW
2. Description and identificationof Six (including igneous, sedimentary and metamorphic rocks)
4. Simple strike and Dip problems.
Sm6ngths- deflection limits
check.
or
tilted beds, faults, uniformities
5.
L 3
Itr YearB.Teclr. C.E. tr -Sem
2
rocks referred under theory.
3 4.
2OO9.2OIO
- IU
Design of tension members- Design strength lug angle.
UMT
strength design
I
-
Builtup sections
UNIT
laced
-
/
Buckling class
-
slenderness ratio
-
-
column base - slab
splice
moment - Bending and shear strength / buckling laterally / supported beams.
- Plastic
-
- VI
Design of eccentric connections
UNIT
-
battened columns
-V
Design of Beamss
-
Design procedure splice -
- IY
'Design of compress in members
UNIT
-
- YII
-
Framed
-
stiffened / seat connection.
Design of plate girders - elements - economical depth - design of mairt section - connections between web and flange - design of stiffness bearing - intermediate stiffeners - Design of Websplica & Flange splica.
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