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7/23/2019 Adrc Course Plan
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DEPARTMENT OF CIVIL ENGINEERINGShri Madhwa Vadiraja Institute of Tehno!o"# and Mana"e$ent
%A &nit of Shri Sode Vadiraja Mutt Eduation Trust'( &du)i*
Vishwothama Nagar, Bantakal – 574 115, Udupi District, Karnataka, INDI
COMPLETE CO&RSE FILE %A+ , -./01/2*
Course Tit!e Ad3aned desi"n of RCstrutures
S!4No4
Partiu!ars Content Pa"e No4
1 Course Details
1.1 Primary Information
1.2 Course Content
1.3 Text Books
1.4 Reference Books
2 Course Plan
2.1 Course Learning !"ecti#es $CL%s&
2.2 Course utcomes $C%s&
2.3 'ali(ation of Course outcomes
2.4 )a**ing of Cos +it, Ps
3-ssessment tools an(
(ata
3.1 Denition of assessment tools
3.2 -ssessment (ata
4 -ttainment of Courseutcomes
4.1 )easurement of C attainment
4.2 Remarks
/4 Course Detai!s
/4/ Pri$ar# Infor$ation
/u!"ect 0ame -(#ance( (esign of RC structures
/u!"ect Co(e 1 C' 2
Teac,ingDe*artment
Ci#il 5ngineering
Teac,ing6ours78eek
47$T,eory7 Practical&
Internal-ssessment$)in7)ax&
72
/emester5xamination$)in7)ax&
371
Total )arks
$)in7)ax& 712 Total 6ours 2
Pre9re:uisite Basic )at,ematics; RCC; /tructuralanalysis
1
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<acultyRe*resentati#e
/ant,os, =umar D
Course Coor(inator /ant,os, =umar D
2
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/4- Couse Content %S#!!a5us*
To)i Tit!e To)is to 5e o3eredTo)i Le3e! Outo$es %TLO6s*
Duration-t t,e en( of t,e to*ic t,e stu(ent s,oul( !e a!le to
/4 +ie!d !ineana!#sis of
s!a5s 5#3irtua!wor74
• Intro(uction; /ign con#ention;
• Basic *rinci*le of yiel( line t,eory;assum*tions of yiel( line analysis; rulesfor *re(icting yiel( *atterns an( locatingt,e axes of rotation of sla!s +it, (i>erent*lan forms an( !oun(aries;
• T,e u**er an( lo+er !oun( t,eorems;• -nalysis of rectangular; s:uare; circular;
triangular one9+ay continuous sla!*ro!lems to (etermine t,e location of yiel( lines an( to (etermine t,e colla*seloa( a**lying t,e t,eoretical formulationsof met,o( of #irtual +ork.
1. /tate t,e limitations of elastic analysis of
reinforce( concrete sla!s; ? ex*lain t,e meaning
of yiel( lines2. 5x*lain t,e !asic *rinci*le of yiel( line t,eory3. /tate t,e c,aracteristics of yiel( line *atterns4. /tate t,e rules for *re(icting yiel( *atterns an(
locating t,e axes of rotation of sla!s +it,(i>erent *lan forms an( !oun(aries
. -naly@e rectangular; s:uare; circular; triangular;
one9+ay continuous sla! *ro!lems
A. Calculate colla*se loa( an( ultimate moment for
rectangular; s:uare; circular; triangular sla!s .
,ours
-4 +ie!d !ineana!#sis ofs!a5s 5#e8ui!i5riu$$ethods
• Intro(uction; Deri#ation of colla*se loa(an( ultimate moment for rectangular;s:uare; circular; triangular sla!s usinge:uili!rium met,o(
• -nalysis of rectangular; s:uare; circular;
triangular one9+ay continuous sla!
*ro!lems to (etermine t,e location of
yiel( lines an( to (etermine t,e colla*seloa( a**lying t,e t,eoretical formulations
of met,o( of #irtual +ork.
1. Calculate colla*se loa( an( ultimate moment for
rectangular; s:uare; circular; triangular sla!s using
e:uili!rium met,o(
2. -naly@e rectangular; s:uare; circular; triangular;
one9+ay continuous sla! *ro!lems
A ,ours
94 Desi"n ofGrid F!oorsS!a5s 5#a))ro:i$ate $ethod4
• Intro(uction;a**lications;a(#antages;(isa(#antages
• -nalysis of gri( sla! using Rankine9ras,o> met,o(
•-nalysis of gri( sla! using I/ 4A met,o(
1. 5x*lain t,e a**lications ;a(#antages;
(isa(#antages
2. -naly@e? (esign gri( sla! using Rankine9ras,o> met,o(
3. -naly@e ? (esign gri( sla! using I/ 4A met,o(met,o(
A ,ours
3
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4
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;4 Desi"n ofsi!os and5un7ers
• Design of silos; !unkers using anssen%s T,eory an( -iry%s T,eory
1. Design (i>erent !unkers2. Design (i>erent /ilos
,ours
04 Desi"n ofRCCChi$ne#s4
• Intro(uction
• /tresses in c,imney s,aft (ue to self9+eig,t an( +in(
• Com!ine( e>ect (ue to self9+eig,t +in(? tem*erature
1. /elect suita!le (imensions of c,imney2. -naly@e ? (esign for #arious stresses ,ours
24 Desi"n of<at s!a5s
• Intro(uction;a**lications;a(#antages;(isa(#antages
• Com*onents of at sla! construction
• In(ian co(e recommen(ations; (irect(esign met,o(; e:ui#alent framemet,o(
1. 5x*lain t,e a**lications ;a(#antages;(isa(#antages
2. -naly@e? (esign at sla! +it, (ro*; +it,out(ro* using (esign met,o(; e:ui#alent framemet,o(
3. -naly@e? (esign at sla! using I/ 4A met,o(
A ,ours
=4 Desi"n ofshe!!s >fo!ded)!ates
• Intro(uction to s,ell an( fol(e( *lateroofs; t,eir forms an( structural !e,a#ior.
• Design of sim*le cylin(rical s,ell roof !y
!eam t,eory.
1. 5x*lain t,e a**lications ;a(#antages;
(isa(#antages2. Design sim*le cylin(rical s,ell roof !y !eam
t,eory.
?4 Desi"n ofRCC watertan7s
• Design of RCC o#er,ea( circular an(
rectangular +ater tanks +it, su**ortingto+ers.
1. -!le to use e>ecti#ely I/ 4A E 2 I/ 33 E
1FA $Part I; II an( I/ 1GF3& for li:ui( retaining
structures
2. Design RCC o#er,ea( circular an( rectangular+ater tanks +it, su**orting to+ers.
G ,ours
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/49 Te:t @oo7s
0il
/4; Referene @oo7s
1. Reinfored Conrete Strutures( Vo!1II9 B C Punmia Laxmi Pu!lications $P& Lt(; 0e+ Del,i.2. Li$it State Desi"n of Reinfored Conrete Vo!1II 9 P C 'arg,esePrentice 6all of In(ia $P& Lt(; 0e+ Del,i.3. P!ain and Reinfored Conrete , Vo!1II9 ai =ris,na an( ain;0em C,an( Bros; Roorkee.4. Ana!#sis of Strutures1 Vo!1II 'a@irani ' 0 ? ) ) Rat+ani =,anna Pu!lis,ers; 0e+ Del,i.. Desi"n Constrution of Conrete She!! Roofs Ramas+amy / CB/ Pu!lis,ers an( Distri!utors; ne+ Del,i.A. Ad3aned Strutura! Desi"n9 Bensen C. IS ;02 , -... IS 99=. , /2= $Part I; II an( I/ 1GF3&G. Ad3aned RCC Desi"n1 Vo!1II;9 /. /. B,a#ikatti 0e+ -geInternational Pu!lication; 0e+ Del,i.
A
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-4 Course P!an
-4/ Course Learnin" O5jeti3es %CLOs*
1. To (e#elo* an un(erstan(ing of #arious ty*es of structures an( t,eir !uilt to
facilitate t,e *erformance of #arious acti#ities connecte( +it, resi(ence;
trans*ortation; storage; ,ealt,care etc. in t,e el( of ci#il engineering.
2. To (e#elo* an a**reciation of *ro!lems in t,e Design an( -nalysis of C,imneys;
/ilos; Large si@e( 8ater Tanks7 8ater Treatment Plants etc.
3. To (e#elo* !asic un(erstan(ing of <5) soft+are%s useful in t,e analysis an(
(esign of structures an( structural elements
4. To im*art training for ,an(ling suc, (esign *ro"ects
. To ,a#e feel of real life situations in *lanning of suc, *ro"ects
A. To (e#elo* goo( tec,nical re*orting an( (ata *resentation skills.
-4- Course Outo$es %Cos*
-t t,e en( of t,e course t,e stu(ent +ill !e a!le to
1. Remem!er t,e #alues of minimum an( maximum cement consum*tion in section
of t,e !eams an( columns an( tank +alls or(inarily use( in e#ery (ay structure.
2. I(entify t,e #arious ty*es of (eformations in (i>erent structures e.g. com*ression
tension ,oo* occurring at a *articular structure at least :ualitati#ely.
3. Design a structure7com*onent; to meet (esire( nee(s +it,in realistic constraints
suc, as economy;
en#ironment frien(ly; safety; #ia!le construction an( its sustaina!ility as *er t,e
co(al *ro#isions.
4. -naly@e an( (esign (i>erent elements of reinforce( concrete structural elements
un(er gra#ity loa(s an( su!mit t,e (esigns in com*lete an( concise manner.
. Comment on t,e o#erall *erformance of t,e structure an( can *re(ict useful life oft,e structure.
-49 Va!idation of Course Outo$es
Course Outo$e POs !e3e! Co"niti3e Le3e!
CO/
Remem!er t,e #alues of minimum an(
maximum cement consum*tion in section of
t,e !eams an( columns an( tank +alls
or(inarily use( in e#ery (ay structure.
Hn(erstan(ing
$Le#el 2&
CO-
I(entify t,e #arious ty*es of (eformations in
(i>erent structures e.g. com*ression tension
,oo* occurring at a *articular structure at
least :ualitati#ely.
Hn(erstan(ing
$Le#el 2&
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CO9
Design a structure7com*onent; to meet
(esire( nee(s +it,in realistic constraints suc,
as economy; en#ironment frien(ly; safety;
#ia!le construction an( its sustaina!ility as
*er t,e co(al *ro#isions.
-**lying
$Le#el 3&
CO;
-naly@e an( (esign (i>erent elements of
reinforce( concrete structural elements un(er
gra#ity loa(s an( su!mit t,e (esigns in
com*lete an( concise manner.
-**lying
$Le#el 3&
CO0
Comment on t,e o#erall *erformance of t,estructure an( can *re(ict useful life of t,estructure.
-**lying
$Le#el 3&
0ote 1. Cogniti#e le#els 1 to A as *er Bloom%s re#ise( Taxonomy $2&2. Ps Ele#el
-4; Ma))in" of Cos with POs
PO/ PO- PO9 PO; PO0 PO2 PO= PO? POPO/
.PO/
/PO/
-PO/
9
CO/ B
CO-CO9
CO;
/4. Assess$ent too!s and data
G
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/4/ Assess$ent Too!s
T,e assessment tools to !e use( for C- are;
1. Internal -ssessment tests
2. -ssignments
3. Jui@@es
/4 First Interna! Assess$ent
Interna! Assess$ent date 1 /e*tem!er 21
4
N
o4
uestions
E:)et
ed
outo$e
Co"nit
i3e
!e3e!
Mar
7s
TLO
Measur
ed
1
a. List out the characteristics to be considered in selecting the yield
line patterns.
R e f e r - * * e n ( i x E
I
$ I - / c , e m e ? / o l u t i o
n s &
H n ( e r s t a n ( i n
g 31.3
b. A rectangular slab 4 m x 6 m in size simply supported at the
edges. The slab is expected to carry a service live load of 2.5
!"mt2 and a floor finishing load of # !"mt2. $se %2& grade
concrete and 'e 4#5 steel. (esign the slab if it is orthotropic ally
reinforced )ith % * &.+5. - *
* l y i n g
F. 1.
2
a. (erive the e,uation for the ultimate moment of resistance -mu
for isotropically reinforced simply supported s,uare slab using
virtual )or method.
H n ( e r s
t a n ( i n g 1.A
54 A right angled triangular slab is simply supported along the t)o
edges. The length the supported edges are / m 0 4 m respectively.
The slab is isotropically reinforced )ith 1 mm bars spaced at #&&mm centers both )ays. The average effective depth of the slab is 5
mm and total depth is #2& mm. (etermine the safe permissible
service live load on the slab. Assume dead load of floor finishing as
#.5 !"mt2. $se %2& grade concrete and 'e 4#5 steel - * * l y i n g
. 2.2
3
a. (erive the e,uation for the ultimate moment of resistance -mu
for isotropically reinforced polygonal slab fixed at the edges.
H n ( e r s
t a n ( i n g 2.1
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b. (esign a reinforced circular slab for the follo)ing data3
i (iameter of slab * 5.5 m ii ervice live load * 4 !"mt2
iii 'loor finishing load* # !"mt2 iv $se %2& grade concrete
and 'e 4#5 steel. lab is simply supported at the edges - * * l y i n g
. 2.2
1
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/4- Assess$ent Data
First Interna! Mar7s
SL4NO
&SN NAME 4 No4 /%a*/%5*
-%a*-%5
*9%a*
9%5*
Ma: Mar7s.9
4
0.0 =40 .-
/.4
0
14)812C'
4-I/68-R- 65D5 - 3 . . 0- 0-
24)812C'
A-L<-K 3 F. . 0- 0-
34)812C'
12-/6=- B 3 F. 3 0- 0-
44)812C'
1DI/6- 3 &5
0- 0-
4)812C'
2A0I=6IL /65TT 3 F. 0- 0- 0- #&.5
A4)812C'
3A/=-0D- PR-/-D 3 . 0- 0- &2 &1
4)812C'
41'I'I0- 'ICTRI- /-LD-06- 3 . 4.5 0- 0-
G4)813C'4
1 P-L 3 F. 0- 0- 0- 1.5
F4)813C'4
PR-D55P- /65TT 3 F. 0- 0- 0- &1
14)813C'4
F/-C6I0 / 3 &5 0- 0-
114)813C'4
12/-0=5T6 = 2 4 &4 0- 0-
124)813C'4
14/6-R-0- 8D- P-TIL 2 4 &5 0- 0-
11
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134)813C'4
1A/6-/6I=H)-R C =TI0 2 G +.5 0- 0-
144)813C'4
1/6RID6-R-./ 3 F +.5 0- 0-
14)813C'4
2'I0- D P 3 4 &6 0- 0-
Tota! Mar7s ;-//;
0- 62.5 02 35
A3era"e Mar7s -4?=42
;4-= 5.68 02 8.75
A3era"e Mar7s%Perenta"e*
9499
?. ?04;.
=04=9
/..
?9499
TLOs $easured for the8uestion
/49/40
/42 -4--4/
-4-
12
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II4 Assi"n$ents
4
N
o4
uestions
Co"nit
i3e
!e3e!
TLO
Measure
d
Date of
Su5$issio
n
1
1. /tate t,e limitations of elastic analysis of
reinforce( concrete sla!s; ? ex*lain t,e meaning
of yiel( lines
H n ( e r s t a n (
i n g
1.1
2 G - u g u s t 2 1 4
2
- rectangular sla! 3 m x m in si@e sim*ly
su**orte( at t,e e(ges. T,e sla! is ex*ecte( to
carry a ser#ice li#e loa( of 2. k07mt2 an( a oor
nis,ing loa( of 1 k07mt2. Hse )2 gra(e concrete
an( <e 41 steel. Design t,e sla! if it is ort,otro*ic
ally reinforce( +it, ) ..
- * * l y i n g
1.
Assess$ent Data
Assi"n$ents
SL4NO &SN NAME
Mar7s Sored
Assi"n$ent No
/ - 9
0o of Juestions
2
Ma: Mar7s 0
1 4)812C'4 -I/68-R- 65D5 - 3
2 4)812C'A -L<-K 3
3 4)812C'12 -/6=- B 3
4 4)812C'1 DI/6- 3
4)812C'2A 0I=6IL /65TT 3
A 4)812C'3A /=-0D- PR-/-D 3
4)812C'41 'I'I0- 'ICTRI- /-LD-06- 3
G 4)813C'41 P-L 3
F 4)813C'4 PR-D55P- /65TT 3
1 4)813C'4F /-C6I0 / 3
11 4)813C'412 /-0=5T6 =
3
12 4)813C'414 /6-R-0- 8D- P-TIL 3
13 4)813C'41A /6-/6I=H)-R C =TI0 3
13
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14 4)813C'41 /6RID6-R-./ 3
1 4)813C'42 'I0- D P 3
Tota! Mar7s ;0
A3era"e Mar7s 94..
A3era"e Mar7s %Perenta"e* 2.4..
TLOs $easured for the 8uestion/4//40
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