4. VRRTTCAI. RRTNFORCRMRNT .AT .IAMBS OF OPRNINGS'
~~or
shown j
and window
openings
wider
than 600 ~
will
-..r
h.-:-:;:;~cal
reinforcement
Figure-4.
in -jam~
300
300
~
~
#
2
5. FOUNDATION
IMasonry
in C.M.1:6
~1
Foundation width 'B' should
be decided by the load coming
on the foundation and the
bearing capacity. Masom'y wjdth
may be reduced by Y2times Tin
every step of 150 mm height.
NOTF.
~.
In sandy soils with high water
table within 8 m depth below
~~A
////, '\.,
Masonry
inC.M.1:6 ;;;.~'~
,
~round level,. which may get
hquefied dunng earthquake of
~~
Wellcompacted
Sand
~
MSK
intensity
VIll,
pile
foundati~n ne~d to be used in
consultatIon
the Structural/
Geotechnical wIth
Engineer.
--6mm
Pli
Floor
/' / / A/
tg
T~
--2 TOR 12
Finish
Plinth
DIA, @150clc
Band
Ground Level
230 for B~ , Work
1
T
"
200 for BI6ck Work
~
W 2T~
--
.
J
I
I
n
~!
~
/ ,
/;<
" ,/::1
,~1
P.c.c1:4:8~
.10
III)
,.-
I
WELL
Fil!ure-5:
J;'oundation
Detail
Plinth
in Brick
Band
Concrete
-
Block
COMPACTED
D
or,
Masonry
Pre~ared
Anand
s. Arya
T~I: 91 11 5539 6386; Email:
.
I
SOIL -
with
Professor
,
~
.-
National
Disaster
by:
and Jnananjan
[email protected],
Management
Panda
[email protected]
Division,
; .Ministry
of Home
Affairs,
North Block, New Delhi, India
"'"~,
Tel: 911123093178; Tel/fax: 23094019; fax: 9111 2309 3750;E-mail:[email protected];[email protected];Website: www.ndmindia.nic.in
Prepared
under
the GoI
-UNDP
Disaster
Risk
Management
Programme