SCHOOL OF ARCHITECTURE, BUILDING & DESIGN Bachelor of Science (Honors) in Architecture Building Structures (ARC 2522/2523)
Project 2: Analysis of a Reinforced Concrete Building
Students: Angeline Boo Lee Zhuang
0316144
Lai Chi Mun
0319463
Lim Shu Ting
0320102
Tutor: Pn. Noritah
Table of Contents 1.0 Introduction to Building 2.0 3D Model Perspective 3.0 Architectural Plans 3.1 Ground Floor Plan 3.2 First Floor Plan 3.3 Roof Plan 3.4 Elevation Drawings 4.0 Quantity Life and Dead Loads Acting On Structure 5.0 Structural Plans 5.1 Ground Floor Plan 5.2 First Floor Plan 5.3 Roof Plan 6.0 Load Distribution Diagram 6.1 Ground Floor Plan 6.2 First Floor Plan 6.3 Roof Plan 7.0 Tributary Area 8.0 Individual Components
1.0 Introduction to Building
In this project, we are required to carry out structural framing and prepare structural drawings for the bungalow. The project is an integrated component where it involves structural theory, force calculation and basic structural proposal. This project is designed to allow the demonstration of knowledge and understanding of building structure.
The chosen bungalow located in Sungai Buloh New Village. It is a 2-storey high building that can accommodate maximum 15 people in the bungalow. Currently, there are only 11 occupants in the house.
2.0 3D Model Perspective
3.0 Architectural Plans 3.1 Ground Floor Plan
3.2 First Floor Plan
3.3 Roof Plan
3.4 Elevation Drawings
Front Elevation
Back Elevation
Left Elevation
Right Elevation
4.0 Quantity Life and Dead Loads Acting On Structure Quantify Dead Loads Acting On Structure Slab self-weight = 0.15 x 24kN/m3 = 3.6kN/m2 Brick wall self-weight =Wall thickness x Wall Height x Density =150mm x 3000mm x 19N/m3 = 0.15 x 3.0 x 19kN/m3 = 8.55kN/m Beam self-weight = Beam size x Concrete density = 0.2m x 0.3m x 24kN/m3 = 1.44kN/m Column self-weight = Column size x Concrete density = 0.3m x 0.3m x 3m x 24kN/m3 = 6.48kN
Quantity Live Loads Acting on Structure Bedroom
: 1.5kN/m2
Living Room
: 4.0kN/m2
Dining Room
: 2.0kN/m2
Kitchen
: 3.0kN/m2
Storeroom
: 2.5kN/m2
Corridor
: 4.0kN/m2
Toilet
: 2.0kN/m2
Study Room
: 1.5kN/m2
Car Porch
: 2.0kN/m2
Stairs
: 1.5kN/m2
Family Area
: 2.0kN/m2
5.0 Structural Plans 5.1 Ground Floor Plan
5.2 First Floor Plan
5.3 Roof Plan
6.0 Load Distribution Diagram 6.1 Ground Floor Plan
6.2 First Floor Plan
6.3 Roof Plan
7.0 Tributary Area Diagram
First Floor Plan
Ground Floor Plan
Roof Plan
8.0 Individual Components
Angoline Boo Lim Shu Ting Lai Chi Mun
First Floor Plan
Ground Floor Plan
Roof Plan
Angoline Boo Lim Shu Ting Lai Chi Mun
{\F*N
E.P I 5 PtP-Yr trLook
s+o L.cA? clab t tl! -tot1h1 =t' 6btJ1'nt D
-4Ztb
1
BATHI
hnctualt eel{'utw'yhi
ooM
ba^,t
*l{
-wwyLl
'
'f
J-s FJt/*l
l'L(v
tcU/',14
FAMILY AREA
tJ
L(vE Lo*b
STUDY ROOM
BqlLwo,an
LIVE WKD
l.;* :
ilab=>-77 lo d-oL Pw'q ,.L
t.o zN/u
tJfti
uatt
l-ive lo"d
>
{-o)-x l-b
=
t.
6?
> Ltt/^
DEA,D
n*
"r'o bti/^
L0frp
tab Lal + -r Dr"d Lo"d {*u t
--
z.b =
* ($)
x 3
t-kt r',t/T
-fbtuLl cta-ar)
l"aA
,
-
,.
rW + bn'tluall ,- du^d tbeA #^ ;";un Yt{ *"fr ?rT ^i'X^+ = t-&) + *.sr + {-L(Y , tt -t>l.Nfn uth'M
+t d!'A
= il -t>x I-+ = 16- ft bl't/n
{"^xl
u
thwak
(oad
=
l.bz) I
'
l&. ts
/6
kN/u
Rearh'6a fur'uz p
E
!. >>x
UDL:I&
f+--
LA
4>ttJ
!4 N1q_P
t"rara----.;,1'
5i' = p= -lk.lt(tJ-err-ap R. B tr4kN
Luad
E
^'ffr*,
Skear
P1'-'>4'PPt''
I
rr
I
Pan<-a
diW
Btt,.,l,u tuctt'i,i
o**
I
g.>tW^
'"rr
r4/l
s1*t4
PtEsT WooP
4
q
4
l
?,hD
*42(J
slab s-rH- to,ifiltl = 3 's W/'1-
-2't3\t138BATH
ooM
En'oL utnll so{-u'<'trht= 9'$FN/*
F
f9ura s"tP-N#l = l'4vt'N/^
FAMILY AREA
G
VokD
STUDY ROOM
rl
o q
'l
LIVE
LO*O
I
l-t__
I
Panu
lg
9+u*
LryF
Uvq loaA
= l,Yx
= 2.b
)
('#) xI
Tota) li'L Utftv,wle'
*lab E - H/t -g
t^"1 elaL
loa'l
F-H/
Z.lrr
3-r
+ t-41
=,f-t?b
W/^
YooM:
l"s Nlu>
6
-
*gA
Ytr
kN
/"'t
{oaal f,"q
- 7,6r (t y) , 1-51 bN la D
l'3
- ury)
s
lab l>-H I z-s
yZ 3
r*a,t ,tpi tv^l = f:f#,llffi = Ll . t((S
5. ?Lr t N/u
livr l'n'l = 5.|Lt x l-b
>.,> kN lw"
DVXv w'o tlab e-rt PuA Lou'l $'o"'t
t,old)
ruivt- tor) 4*^ ] )-.0 x (ZB = 3. &>v kN l^
:
nrQa
ktt/q
uLfiwfe ,tLaA = >l - q6fx l"tt
(o"d
= ?0.05 Fil/n4
,ry
Ulh
wtt-
buw
{oad 04
F-Hh
Fewhon
p
t
?.rtb ?1
. >5
?o.os l'to
/u
Porcp,
PL, I Fo"o S L.N) UDL,
lq
>]
1,+- ),r.rh4--)f
Pp
V4
IMr =0 = -l TN Gq">l)(2.*zs) {- l. &}rprl Vfl =
27
45'
= o = LF
0>
rfi
++5.0\' lq->>(l- tx;.
PF= 7F.o>LN
Loo.A
F di^s^. I u I
Pv= lto'orLN
vL:
@ U
r{ {
Wlu
)1. >7
,'*xm j 1.-.+. o>ko.l
I
.a ,-r\
1E ' o) EN
Silge'r Foru
otryau .ortN
W$y ua*"ol oUa.r,waw U
t/xl '/
4r.?4W,.l
\
|
I
BbhM kl t-7 FrPsr F bob
3
/3-
-2138- -2138TOILET
t-
Ft-- *
BEDROOM I
((
BEDROOM
K
K l
BEDROOM l
L-"*-l
il
D
e*D
tlqb
Y'tf - uuiqft'i = t'
llo-au
UVE
Lonb
xtf -
^l;6ht
$
I
tN/u'
= t. W
vtt
l-5
=
3.>r ENlu
t*P/t-}
=
'--T-
livt
=
l-5 bDlu'
j.6.
u4)
= 1-7 ENlnt
plal loal hu
Uvr toad fn^ t !^b E- L / t -] = t.E x 1v$r) = 3.)-t W/u -Tofal
L0Ab
DE*D ,,.ufrD Pun, lo^d P"u tlab l-Flt-3
X I t+,>75 \
=
t-
hn)*o-
kN/Yvt
L OAD
LivL too"l {^*r tlab
rrtt:
loaA =
:
= ?.6v
'7
(tSr)
7 kN/u
Total cleal lool =,1',7..: V-?
).>t +J.>l g. tt>
w/u
=*,,u:ITwl,
, C* B t4,.) bn'ttuall ' +heeWlxam
ufiinak livt loM= 6.tt'tx /-b ' lo. >l Etc/ru
Lth-wlB- tu4d
Uhu*<-
p-L/t-)
tkb
b."l
tj.fr -4
lod = =
5&
?). w bN/^
tfilir41
04
L
16.!?x/.V
11
't k*/,
?
7
PEACI,ON FoBcE
' '':
pt-- t+h.+ ltDL'-3 ).Cr
t
N
E o/vra
4,>1(u
) I
--?
A
Ll
P3
yM,'o=-((ryXQ"ntL*.K)
t 1">+y p, F)= 7>'\g
k
aF =0 = *(?":4r)(* &r)+21
t D.lybN
9t -- 7>
t-oal
ltkN
*,a6vaU
I
, I
$-rrru
fuw
7>.?{ l.rJ
WeL
*o0r"^
.rrbP $ontliry Mawonf d.;a6wqu
I
I
I
+
bEAt^ H- t /t Ptpst FuoaP
3
,7-
-2138- -213&_ TOILET
TEDROOM
t__ L
aroRborvr I
J
I
K
K c
g
eronpona
( I
L
-----
i I
,.EAP
LO+N
tlab st/f - o,teiEthl = ]
b
EicLwalt stlfia6flhF= pQaru, Wtf -u't,rJ$
--
N fnn'
f.5r LN/n
l.VV Eil/nt
LIVE LO*D
livr tr,ool fnnr tlab 11- I / ')=
) o r(t-ry) *+
= l.o>
kA
livt loal f*^ rlab H-l/>*) = l.g ' x //-ta r-;,/ \ o)'a
>
, 0.7b kttl,,"
* t-?& tN/u
=
). Fi
k N/ru
Beslrr;r^,t
lo
a'l
tt{/u' - 1.6 ttr/^'
nEAD !o*O fl ud t o,r"l f^nr .rlab
=)b"(,ry)ri
H-
l/t-t
N/*
t*J fr.tu *lab H't f >*3 =Z Lx(L94 .+ = t .t) LN/^n doaet
-l-otal
-{olal liut Loatl = l-0Y* 0. ],$
to*D
TailLt = ).0
= l.P!
l^
ul|'/rtr+L lirt > 1.1{u l.[
Uve
dul
{oa-/
" l'$ + /' Pz + 0.55-fl"q,P
: /3.6f lLlh',4ia-+L cLr"l /*J
km/nt
tl
0.eacrau H
PL=
.m
PoRce
Zl'ttAkN t
UDL= >t .oib
1+
+
tua4= ).N+lq'll :>./- lb tM/n
lhwk
tillr^
l'5>tu
R
5r-
=o:
-Cf rZp6rr.1i")+W
F= t6 ?.rp,i
Lo
o], l;ayu
T
ffi
,r
a.b
LN/u
f=ir;rdh4-w
t\"1+
-=l
+, ',16'?v kN
I
Slour
Fsrce-
lU,.1qW
dl^",fa^ t6.+4V4
kd
uwuwt ,45.ra"4
I
bEAiA r f t -3 P{Psl PtooP.
'r
-2138-- -2138_TOILET
FF_
_
BEDROOM
t__
t-_ I
eeonboN4 J
I
K
K
BEDRpOM l
L---.-
i
ll
pEAt
lllttvE
LUAD
-^qfld=3 6l'tJ/u' An'oLnatt '{<'lf - woghf ' ?.5 f PP/n Bun {vlf wu,Xkf = t. ev w/a
Toile*' J'o t'Nl"t'
-Plal sdf
gp-e,(ro^t = 1.5
DpAb
LrVE Lo*O liva. Loae'l' fr-,
slab 11-rf
t*t
livt
clab U4l
z-S
=).oY (try) , t. tZt N/, toa,l
f**
> !.t: o /t'tl!\ \, >,
:
t.
A
tJlr+0
D
bP/^'
uortD
k^d Loa/ {"*^ t la"t
t* ('+p )
H-tf r -:'
:" z-k *t^ DL =
z
I lMil fl",
r.
,rlq't
H'r/)-3
f4') pNlu
= ?. &F
,/
bs'//nt
ttab
t-e/
r-3
DuJ lo,qt #^u a-Lll-) > z b"(+4t) = 1 b1b Wl^
\-
l>y
lr livo
Ir"nl
,t. t l8 l-r
ir^
ttrnb
'jL-!.-SZ--Uz-j.---....--.--------_
H-r,
t -1
liv
f
I
kN/,t^
'rrrnl
I
P, f4*-r;
H-rf
1t
fi"*
t($b
A-tf
I t lttv/A ,I-l-l-n
t-t
tzru
ttab F:.r]jr'.r
z-3
{
{roa tkb
|
g-rl
,
z-)
l1l
da-ot loa) l*nn slql
&ou
ITU-TT_T-J_]
s{ab
9.+r bN/-
â&#x201A;¬- +ffi:=
-Elt-1
').egkplut I
rT-rtru + ).(lgM ,
f-- *'>Ter ?
1-Elt-1 ,'
rl '
ll,I
t.ur
'
Live
".
,, *rr-'
t"4
till- wuqk
--l I
l,
(
t,ttq^t
{llhw'a{<
f-
lo ad,
ct.
bun Setl'u^tdqU
? loW/u
t)lsr"t +
I
I
-Total olud
loM Ulf,t^^Att
lr""l a,UrN@tl-
t*J
I
| 29.+t
) I
Wfu'
,rT]-rr&
bn'ctuall
tive-
I
l1 |
Tahl
I
rl
dul b"l
I
+,
;:.
I
live lo") 7
Ls
I
s lo"J
fnu
i
7ul
illatl
+ z.Glu
ttl
i
_
I
REACTToN po&cE
t6'?r+Er'1 1 | ,r+woa lP rvathu S* )I L {r,nn bE^M H'rf z
r)g
[ro;n+ uo^/ o{
PL,flr.%t0 lb.lt+W t vpt
=z!alkil/-|
PL: J$'
tlrL:)'r'
88
f , ,7rw +1).{38,u P,
]]tN LN/t +f^
gJ
IM, = o= -(3t.?lX)
t\0()J$) 1/ -tb+4(>.Bkl \
- (>s
*t.X\. teB)(yy t >. Bo)
+ (tt >+y)LZ
0, .-8t.q - n1.+s- 3y.?1+*.>ttLy ?+= ?o 6E pN
t? -- - 3o 711t>.r] 8) _ .1+ t6 -trs &r)(r.t\&) *To sgt&r p- - &?. ){FN t22/
I
Lo^A e'^t*^
16,'?+
tN
I
i
LY >s s? tpzr,'r
*+ ).lltw 4<- >,etu rllr.rt
w
I
lloe^, fu,@
'.5kuJ
I
t.4q
ki 5& e^)
k
|EAM H-ICI PtuT FLooP
I
---2138-
-2138TOILET
BEDROOM
t__ d
(
aroRborvr l l
J
c
l l
K l
eronboMr
l i t I ,
F-*0 LoA$ tlaL x( -uaxttl = J. L kN/^' bn'ctuatl tt l{: w',5h1 = l '5r'tat'fin D
Ban
y1t{-
huff c (.t( L( k$/t r
Lrb Livt lod f^^ tlqb tS]5) r4 = ).o x(
I
LIVF'l-oAb
)-o tt'/,r,t' Bedreou. l-5 tttl^' To,l
4
-
7f r -t
\oJ ['J fr'* t {ab =)6*(t5Y)'*
L)--
; /-o> knl^ =
r-sx(r+*) x*
i t-l)
kn/n"
--
PEfi li*D
L1VE
l-qvt lotul fi^^a tbl
tt
= z -K/
'
-l
l1'?/
t'>
l.&)tto/n
f'""' 9/ab rs.b67 \=2 = ).tYl'_? _ 7 PPad [oqrl
=-3->-a kP/^
r-F/
t4
b
L
H
1
o-"-d LoJ" fiour tlqb
I
D
l.o>kNfnl
I
I I
,mw-l - l.Svlu l1
H-rft-t l;rt f^.
V
I
I
Uva lo"d 4** tkb
Lo"t)
K
H
\
H-rl r. ->
.
1,72 PNf u
<-
> 'bbEt't
-)
r.BtWlu t.5xM
Da^d lr"A l^n" rbb t 'Y-l t -t
tla"b
-tl t-2
I
-l
'
I
I
z.>o ktt/v,
$T]_I-IT,I,
tr;6rM;
l
I
I
lotol
l,'ue
erff-
lr
lo a")
v*aff
Pa/u L
<-_
4'l'ht
^a
I
t uaErwl+l
I
a
t, lv w/r,
$zat-
u hiu,\Att
Itrt
g)Er
Wi cLu atl
u,rf- waff4
{""4
I
l"l^l fur/A Lril"
lru)
1
I
14 kNlu
l1
UlhuatL H
& t
lb.t;YEtt/u
L'A
Y,
I
I
Ull,watoLo,A
lr
e t rx.* >.bl;ru J llr
BE*cttbN tuPcb
E | ?oiil l,aA 04.>fkN I , 84'NkN lr{t+.ff6tr.rl o.hn, * 1 -> uorrl8J!!M-tsu:]0 qgyM | ,u+ri,i +u p, "f Lltt
tlh*At
I
--+
t-Z i
I
| +rr-rr.r-Ft?ri. R4 [E lMp =s : -(p,rg(l-nl)(l:55 ) - *+'N ( r'l,-{) *(.n'r"X, ,e l)(l--r)5 * rrlor. 1l
Y ( t. s>5- + >. 6t)) Fp 0=
-y.tY
kp.--
-
t>!-.*l _ trl.l
1t, r9 LN)
"9 )
t
+. tPtRE
,F, o = -(P.13(l ix-) * P+ -Yr - n.b(t, b6?)+?9. lv + ptt
Pn = 13. 6q tN
L{il ot;atrrun
I r
P+.>'f (S.lf
bfi* J
fA)
I
ea.bbNlrA
e- tr>du )l+ :. b6)u
h,,q^; &lr,tar
6
c
F{
I
1
,t
t{{.t*
W2
d"W,n +1, trl kN
k^rl,Y
wto,t"twt
d,u6ran
t
COLUMN A3 (*Assume roof is a flat roof)
`
First Floor
Ground Floor
Slab Area = 4.275 x 3.503 = 14.98 m2 Beam length = 4.275 + 3.503 = 7.78 m
Roof Level
Slab Area = 4.275 x 3.503 = 14.98 m2 Beam length = 4.275 + 3.503 + 2.138 = 9.92 m Wall length = 4.275 + 3.503 = 7.78 m First Floor
Slab Area = 4.275 x 1.830 = 7.82 m2 Beam length = 4.275 + 1.830 = 6.11 m Wall length = 4.275 + 1.830 = 6.11 m Ground Floor
DEAD LOAD
LIVE LOAD
Slab self-weight = 3.6 kN/m2
Bedroom = 1.5 kN/m2
Beam self-weight = 1.44 kN/m
Kitchen = 3.0 kN/m2
Brick wall self-weight = 8.55 kN/m Column self-weight = 6.48 kN
Roof Level Dead load Slab
14.98m2 x 3.6kN/m2
Beam 7.78m x 1.44kN/m Total
= 53.93 kN = 11.2 kN 65.13 kN
First Floor Live load
Dead Load Wall
7.78m x 8.55kN/m
= 66.51 kN
Slab
14.98m2 x 3.6kN/m2
= 53.93 kN
Beam 9.92m x 1.44kN/m
= 14.28 kN
Column
= 6.48 kN
Total
Bedroom
14.98m2 x 1.5kN/m2
= 22.47 kN
7.82m2 x 3.0kN/m2
= 23.46 kN
141.2 kN
Ground Floor Live load
Dead Load Wall
6.11m x 8.55kN/m
= 52.24 kN
Slab
7.82m2 x 3.6kN/m2
= 28.15 kN
Beam 6.11m x 1.44kN/m
= 8.80 kN
Column
= 6.48 kN
Total Total dead load
Kitchen
95.67 kN = 302.0 kN
Ultimate dead load 302kN x 1.4= 422.8 kN
Total live load
45.93 kN
Ultimate live load 45.93kN x 1.6 = 73.49 kN
Ultimate load acting on Column A3 = 422.8kN + 73.49kN = 496.29 kN
COLUMN D5 (Only acts on First Floor and Ground Floor)
First Floor
Dining area
Ground Floor
Slab Area = 2.138 x 2.740 = 5.86 m2 Beam length = 2.74 m 2740
Wall length = 2.74 m
First Floor
Slab Area = 2.138 x 4.265 = 9.11 m2 Beam length = 4.265 + 2.138 2138
= 6.40 m Wall length = 4.265 + 2.138 4265
= 6.40 m Kitchen area = 2.138 x 1.830
2435
= 3.91 m2 Dining area = 2.138 x 2.435 = 5.21 m2
Ground Floor
DEAD LOAD
LIVE LOAD
Slab self-weight = 3.6 kN/m2
Bedroom = 1.5 kN/m2
Beam self-weight = 1.44 kN/m
Kitchen = 3.0 kN/m2
Brick wall self-weight = 8.55 kN/m
Dining area = 2.0 kN/m2
Column self-weight = 6.48 kN First Floor Live load
Dead Load Wall
2.74m x 8.55kN/m
= 23.43 kN
Slab
5.86m2 x 3.6kN/m2
= 21.10 kN
Beam 2.74m x 1.44kN/m Total
Bedroom
5.86m2 x 1.5kN/m2
= 8.79 kN
= 3.95 kN 48.48 kN
Ground Floor Dead Load
Live load
Wall
6.40m x 8.55kN/m
= 54.72 kN
Kitchen
3.91m2 x 3.0kN/m2
= 11.73 kN
Slab
9.11m2 x 3.6kN/m2
= 32.80 kN
Dining area 5.21m2 x 2.0kN/m2
= 10.42 kN
Beam 6.40m x 1.44kN/m
= 9.22 kN
Column
= 6.48 kN
Total Total dead load
103.22 kN =151.70 kN
Ultimate dead load 151.7kN x 1.4 = 212.38 kN
Total live load
30.94 kN
Ultimate live load 30.94kN x 1.6 = 49.50 kN
Ultimate load acting on Column D5 = 212.38 kN + 49.50 kN = 261.88 kN
COLUMN E1 (Only acts on First Floor and Roof Level, *Assume roof is flat roof)
First Floor
Slab Area = 5.415 x 2.138 = 11.58 m2 Beam length = 2.740 + 2.675 + 2.138 = 7.55 m 2675
Roof Level
Slab Area = 5.415 x 2.138 = 11.58 m2 Beam length = 2.740 + 2.675 + 2.138 = 7.55 m Wall length = 2.740 + 2.675 + 2.138 = 7.55 m Bedroom area = 2.740 x 2.138 = 5.86 m2 Family area = 2.675 x 2.138 = 5.72m2
First Floor
DEAD LOAD
LIVE LOAD
Slab self-weight = 3.6 kN/m2
Bedroom = 1.5 kN/m2
Beam self-weight = 1.44 kN/m
Family area = 2.0 kN/m2
Brick wall self-weight = 8.55 kN/m Column self-weight = 6.48 kN Roof Level Dead Load Slab
11.58m2 x 3.6kN/m2
Beam 7.55m x 1.44kN/m Total
= 41.69 kN = 10.87 kN 52.56 kN
First Floor Dead Load
Live load
Wall
7.55m x 8.55kN/m
= 64.55 kN
Bedroom
5.86m2 x 1.5kN/m2
= 8.79 kN
Slab
11.58m2 x 3.6kN/m2
= 41.69 kN
Family area 5.72m2 x 2.0kN/m2
= 11.44 kN
Beam 7.55m x 1.44kN/m
= 10.87 kN
Column
= 6.48 kN
Total Total dead load
123.59 kN =176.15 kN
Ultimate dead load 167.15kN x 1.4 = 246.61 kN
Total live load
20.23 kN
Ultimate live load 30.94kN x 1.6 = 32.37 kN
Ultimate load acting on Column E1 = 246.61 kN + 32.37 kN = 278.98 kN
COLUMN L1 (*Assume roof is flat roof)
First Floor
Ground Floor
Slab Area = 2.138 x 1.332 = 2.85 m2 1332
Beam length = 1.332 + 2.138 = 3.47 m
2138
Roof Level Slab Area = 2.138 x 1.332 = 2.85 m2 Beam length = 1.332 + 2.138 = 3.47 m 1332
Wall length = 1.332 + 2.138 = 3.47 m
2138
First Floor
Slab Area = 2.138 x 5.865 = 12.54 m2 3425
Beam length = 3.425 + 2.440 + 2.138 = 8.00 m Wall length = 3.425 + 2.138
2440
= 5.56 m Living area = 3.425 x 2.138
2138
= 7.32 m2 Car porch area = 2.440 x 2.138 = 5.22 m2
Ground Floor
DEAD LOAD
LIVE LOAD
Slab self-weight = 3.6 kN/m2
Bedroom = 1.5 kN/m2
Beam self-weight = 1.44 kN/m
Living area = 4.0 kN/m2
Brick wall self-weight = 8.55 kN/m
Car porch = 2.0 kN/m2
Column self-weight = 6.48 kN Roof Level Dead load Slab
2.85m2 x 3.6kN/m2
Beam 3.47m x 1.44kN/m Total
= 10.26 kN = 5.00 kN 15.26 kN
First Floor Live load
Dead Load Wall
3.47m x 8.55kN/m
= 29.67 kN
Slab
2.85m2 x 3.6kN/m2
= 10.26 kN
Beam 3.47m x 1.44kN/m
= 5.00 kN
Column
= 6.48 kN
Total
Bedroom
2.85m2 x 1.5kN/m2
= 4.28 kN
51.41 kN
Ground Floor Live load
Dead Load Wall
5.56m x 8.55kN/m
= 47.54 kN
Living area
7.32m2 x 4.0kN/m2
= 29.28 kN
Slab
12.54m2 x 3.6kN/m2
= 45.14 kN
Car porch
5.22m2 x 2.0kN/m2
= 10.44 kN
Beam 8.00m x 1.44kN/m
= 11.52 kN
Column
= 6.48 kN
Total
110.68 kN
Total dead load
= 177.35 kN
Ultimate dead load 177.35kN x 1.4 = 248.29 kN
Total live load Ultimate live load 44.00kN x 1.6
Ultimate load acting on Column L1 = 248.29kN + 70.4kN = 318.69 kN
44.00 kN = 70.40 kN