of 25
8/10/2019 sari ipt
1/25
PLANNING,ANALYSIS AND
DESIGNING OF A HOSPITAL
BUILDING
INDUSTRIAL TRAININNG
Guided by, PRESENTED BY:
Prof.V.uru!e"#..E SARITHA V
A""i"$%&$ Profe""or .E S$ru'$ur%(
E&!i&eeri&! De) of 'i*i( e&!i&eeri&! +T o((e!e Of
E&!i&eeri&!
-Te'#&o(o!y
8/10/2019 sari ipt
2/25
PREFAE
I&du"$ri%( $r%i&i&! i" % &e e/)erie&'e for
%""i"$ i& $#e )r%'$i'%( or0" $#%$ "$udied i& $#e
%'%de1i'"
T#e )ur)o"e of i&du"$ri%( $r%i&i&! i" $o %'#ie*e
e/)o"ure o& )r%'$i'%( e&!i&eeri&! fie(d".
E(e1e'" Grou) #%" re%((y #e()ed 1e $o "$udy
*%riou" fie(d %")e'$" i& $#eir )ro2e'$.
8/10/2019 sari ipt
3/25
INTRODUTION
To 'o&"$ru'$ % #o")i$%( bui(di&!
Lo'%$io& of bui(di&! i" &e%r $#e &%$io&%(
#i!#%y
T#e bui(di&! %" )(%&&ed %''ordi&! $o $#e
*%riou" re3uire1e&$" "%$i"fyi&! %$ $#e
bui(di&! ru(e.
8/10/2019 sari ipt
4/25
PLAN OF BUILDING
8/10/2019 sari ipt
5/25
8/10/2019 sari ipt
6/25
8/10/2019 sari ipt
7/25
DESIGN OF SLAB
a ear mm es gn omen s a o
8/10/2019 sari ipt
8/25
a ear
span(
m)
mm es gn
load Wu
(KN/m2)
omen
Mu (KNm)
s
(mm2)
a o
Bar
(mm)
Mx My Long span Short span Long span Short span
Room
Consulting
room
Room
Store
kitchen
wash
room for
ennathoni
steam
bath
3
4
3
2.
2.
4
3.4
3
!"#
!"#
!"#
!"#
!"#
!2#
!2#
!2#
!3.!2"
!3.!2"
!3.!2"
!3.!2"
!3.!2"
$.2"
$.2"
$.2"
%.$3
!#.$!
%.!
4."$
".3
&.$2
4.!
4.$4
4.%&
$.!&
4.#4
3.$&
4.4"
".!3
3.#"
2.3
!$#
32#.%"
2#$.!3
!$#
!$#
!&.4
!44
!44
!$#
2%3.%3
!$#
!$#
!$#
!44
!44
!44
!2mm
'2%"c(
c
!2mm
'!"#c(
c
!2mm
'24#c(
c
!2mm
'3##c(c
!2mm
'2%"c(
c
!2mm
!2mm
'
4"#c(c
!2mm
'2##c(
c
!2mm
'43#c(
c
!2mm
'4"#c(c
!2mm
'3#c(
c
!2mm'3##c(
8/10/2019 sari ipt
9/25
Slab Clear
span(
m)
D (mm) Design
load Wu
(KN/m2)
Moment
Mu(Nm
)
Ast
(mm2)
Dia of
Bar
(mm)
Long span Short span Long span Short span
)eran*a
h
Rea*ing
+ash
,eran*a
h
2
3
!."
2
!"#
!2#
!2#
!2#
!3.!2"
$.2"
$.2"
$.2"
%.24
.!
2.&4
4.""
!&2
22.2
!2
!44
!44
!44
!44
!44
!2mm
'3##c
(c
!2mm
'!%#c
(c
!2mm
'
2##c(c
!2mm
'
3##c(c
!2mm
'!#c
(c
!2mm
'2##c
(c
!2mm
'
!#c(c
!2mm
'
2##c(c
8/10/2019 sari ipt
10/25
Rei&for'e1e&$ De$%i(" of Roo1 S(%b
8/10/2019 sari ipt
11/25
Rei&for'e1e&$ De$%i(" of o&"u($i&! Roo1 S(%b
8/10/2019 sari ipt
12/25
Rei&for'e1e&$ De$%i(" of Ver%&d%# S(%b
8/10/2019 sari ipt
13/25
Rei&for'e1e&$ De$%i(" of 4%"# Roo1 S(%b
8/10/2019 sari ipt
14/25
De"i!& de$%i(" of be%1"5 !rou&d f(oor 6
Beam no Clear
span(mm)
D
(mm)
B
(mm)
Design
load
Wu(KN/m)
Shear
force (KN)
Moment (KNm) Ast (mm2)
Mu! Mu2 -st! -st2
!! "### %"# 2## !3&."$ 34$.2%
2!4. 2!4. !4%2 !4%2
!2 ## %"# 2## !"&.2% 4$4.23 3#3 3#3 !&3 !&3
!3 23## %"# 2## $3.43 !3#.4! !2$ %% !4"2 $2
!4 3### %"# 2## !3&."$ 2!$."3 !& !!" !4"2 $2
!" 4### %"# 2## !&.3 3"".& !3& !3& $2 $2
!& 32"# %"# 2## . !&2." !!& !!& $2 $2
!% 4"## %"# 2## 23& ""%."" 2#4 !"4 !4"2 !4"2
!$ 2### %"# 2## $#.$# $4.$4 !!& 2!4 $2 !4"2
8/10/2019 sari ipt
15/25
De"i!& de$%i(" of be%1"5 fir"$ f(oor 6
Beam
no
Clear
span
mm
D
Mm
B
Mm
Design
load Wu
(KN/m)
Shear
force
KN
Moment
(Knm)
Ast
(mm2)
u7 u8 A"$ 7 A"$ 8
2! "### %"# 2## 3% &.2 !$# !24 $2 &3#
22 23## %"# 2## !3.2" !&."& !#" $# $2 &3#
23 ## %"# 2## 42.%" !2$.2" 22$.4 22$.4 !4"2 !4"2
24 3### %"# 2## &%." !#$ !&" !2! $2 &2
2" 4### %"# 2## $$.!2" !$" 3$ 3$ $2 $2
2& 3%## %"# 2## "!.4 $. 32 3# $2 $2
2% !"## %"# 2## 2#.4$ !&.!3 !# !& $2 $2
2$ &$## %"# 2## !3& 4&2 !3%." %&." $2 $2
8/10/2019 sari ipt
16/25
Rei&for'e1e&$ de$%i(" of be%1
8/10/2019 sari ipt
17/25
De"i!& de$%i(" of 'o(u1&"Column
no
Sie A!ial load
KN
Moment
"Nm
Main #ar $ateral
ties
A"$
118
Di% 11 No. B%r" Di%. of b%r Pi$'#
C! 4## /
4##
!23 ".$ $#4.2" !& 4 $ 3##
C2 4## /
4##
2!4 &&.! $#4.2" !& 4 $ 3##
C3 4## /
4##
&2 2&.% !$ !& $ $ 3##
C4 4## /
4##
& 3!.!#" &$%3 2" !4 $ 3##
C" 4## /
4##
"4! 2!4."3 4#$ 2" !# $ 3##
C& 4## /
4##
!2&$ "44. &"# 32 !2 $ 3##
8/10/2019 sari ipt
18/25
Rei&for'e1e&$ De$%i(" Of o(u1& 8
8/10/2019 sari ipt
19/25
Rei&for'e1e&$ De$%i(" Of o(u1& 9
8/10/2019 sari ipt
20/25
Rei&for'e1e&$ De$%i(" Of o(u1&
8/10/2019 sari ipt
21/25
Rei&for'e1e&$ De$%i(" Of o(u1& ;
8/10/2019 sari ipt
22/25
Rei&for'e1e&$ De$%i(" Of o(u1&
