erection of transmission tower and design of residential
TRANSCRIPT
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ERECTION OF TRANSMISSION
TOWER AND DESIGN OF
RESIDENTIAL BULIDING BY
Y.BOOPA
12STR
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INTRODUCTION ABOUT COMPANY
M.K.const!ct"on #$s %st$&'"s(%) "n t(% *%$ 2000+ &* "ts F N.M!t(!,!-$ #(o %%c!t%) c"/"' #o,s "n ("s n$-%+ #o, !n
GENERAL CONSTRUCTION CIRCLE.
In t($t S(ot P%"o) MK Const!ct"on ($s s!cc%ss!''* co-'%t%) $& o3%cts #"t("n %4"on o Co"-&$to%+ T"!! $n) Eo)% )"st"cts o$n) Po#% s%cto.
T("s co--"t-%nt to 5!$'"t* ($s s%%n "t 4o# o- $ -o)%st t!no/L$,(s "n 2000 to n%$'* Rs.661 L$,(s "n 2012. T(% -$3o #o,s $%+
$7 S!&st$t"on+
c7 T$ns-"ss"on to#%+
)7 R%s")%nt"$' &!"')"n4s.
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TRANSMISSION TOWER
Purpose of transmission tower
A t$'' st!ct!% !s%) to s!ot $n o/%(%$) o#% '"n%. A'so c$''%) %'%
o *'on.
T(% st!ct!%s o o/%(%$) t$ns-"ss"on '"n%s+ co-"s"n4 %ss%nt"$''* t(%
$n) o!n)$t"ons+ ($/% t(% o'% o ,%%"n4 t(% con)!ctos $t t(% n%c%ss$* )"st$
$not(% $n) o- %$t(+ #"t( t(% s%c""%) $cto o s$%t* to $c"'"t$t% t(% 'o#
t(o!4( con)!cto o- on% o"nt to $not(% #"t( %'"$&"'"t*+ s%c!"t* $n) s$%t*
T$ns-"ss"on '"n%s c$* %'%ct"c"t* o/% 'on4 )"st$nc%s $t ("4( /o't$4%s+ t*"c$
110 ,8 $n) 9: ,8 ;11+000 /o'ts $n)9:+ 000 /o'ts7.
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Types of transmission tower
T(% s%'%ct"on o t(% -ost s!"t$&'% t*%s o to#% o t$ns-"ss"on '"n%s
t(% $ct!$' t%$"n t(o!4( #("c( t(% '"n% t$/%s%s
17 S!s%ns"on to#%s
27 T%ns"on to#%
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Types of Suspension Tower
$7 T$n4%nt to#%s
&7 Int%-%)"$t% to#%s
c7 L"4(t $n4'% to#%s
Tangent towers < To &% !s%) on st$"4(t !ns on'*. An4'% o s!s%ns"on "n4
Intermediate towers
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Types of Tension Tower
$7 S-$'' $n4'% to#%s
&7 M%)"!- $n4'% to#%s
c7 L$4% $n4'% to#%s
)7 D%$)
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TOWE !EI"!T
;$7 M"n"-!- %-"ss"&'% 4o!n) c'%$$nc% ;H$7
;&7 M$"-!- s$4 ;H&7.
;c7 8%t"c$' s$c"n4 &%t#%%n con)!ctos ;Hc7.
;)7 8%t"c$' c'%$$nc% &%t#%%n 4o!n) #"% $n)
to con)!cto ;H#7.
T(!s t(% tot$' (%"4(t o t(% to#% "s 4"/%n &*
H > H$ ? H& ? Hc ? H#
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#erti$al $learan$e %etween ground wire and top $ondu$tor
Acco)"n4'*+ t(% /$'!%s o t(% /$"o!s /o't$4%s+ ::,8 to @00 ,8+ $
17 ::,8 < .@-
27 110,8 < :.10-
67 220,8 < 9.01-
@7 @00,8 < .@-
T(% $&o/% c'%$$nc%s $% $'"c$&'% to t$ns-"ss"on '"n%s !nn"n4 "n o%n c
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LOAD &AL&'LATIO( )O TOWE
&O(ST'&TIO(
T$ns-"ss"on '"n%s $% s!&3%ct%) to /$"o!s 'o$)s )!"n4 t(%" '"%t"-%.
T(%s% 'o$)s $% c'$ss""%) "nto t(%% )"st"nct c$t%4o"%s+ n$-%'*+
$7 C'"-$t"c 'o$)s
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)AIL'E &O(TAI(ME(T LOADS
"7 Ant" c$sc$)"n4 'o$)s+ $n)
""7 Tos"on$' $n) 'on4"t!)"n$' 'o$)s.
Anti &as$ading Loads
C$sc$)% $"'!% -$* &% c$!s%) &* $"'!% o "t%-s s!c( $s"ns!'$tos+ ($)#$%+ 3o"nts+ $n) $"'!%s o -$3o co-on%nts s!c( $s
to#%s+ o!n)$t"ons+ con)!cto )!% to )%%ct"/% -$t%"$' o #o,-$ns(" .Torsional and Longitudinal Loads
T(%s% 'o$)s $% c$!s%) &* &%$,$4% o con)!cto;s7 $n)o4o!n) #"%. A'' t(% to#%s s($'' &% )%s"4n%) o t(%s% 'o$)s o t(%n!-&% o con)!cto ;s7 $n)o 4o!n) #"% cons")%%) &o,%n.
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SA" &AL&'LATIO(
S$4 $t $n* S$n > S$4 $t B$s"c S$n ;S$n L%n4t(7 2
;B$s"c S$n7 2
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MET!ODS O) EE&TIO(
SE&TIO( MET!OD
In t(% s%ct"on -%t(o)+ -$3o s%ct"ons o t(% to#% $%
$ss%-&'%) on t(% 4o!n) $n) t(% s$-% $% %%ct%) $s !n"ts.
E"t(% $ -o&"'% c$n% "s !s%) $n) (%') "n '$c% &* -%$ns o
4!*s &* t(% s")% o t(% to#% to &% %%ct%).
T(% t#o oos"t% s")%s o t(% 'o#% s%ct"on o t(% to#% $%
$ss%-&'%) on t(% 4o!n).
E$c( $ss%-&'%) s")% "s t(%n '"t%) c'%$ o t(% 4o!n) #"t(
t(% C$n% $n) "s 'o#%%) "nto os"t"on on &o'ts to st!&s o $nc(o &o'ts
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On% s")% "s (%') "n '$c% #"t( os #("'% t(% ot(% s")% "s &%"n4
%%ct%)
T(% t#o oos"t% s")%s $% t(%n '$c%) to4%t(% #"t( coss -%-&%s
)"$4on$'s $n) t(% $ss%-&'%) s%ct"ons '"n%) !+ -$)% s5!$% #"t( t(%
'"n%+ $n) '%/%''%).
At% t(% t#o oos"t% $c%s $% $"s%)+ t(% '$c"n4 on t(% ot(% t#o s")%s
"s &o't%) !.
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TOWER ERECTION
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*OLTI(" A(D "'SSET PLATES
T(% -"n"-!- )"$-%t% o &o'ts !s%) o t(% %%ct"on o t$ns-"ss"on '"n% to#%s
"s 12 --. Ot(% s"%s co--on'* !s%) $% 1: -- $n) 20 --.
T$&'% 6.1 4"/%s t(% -"n"-!- co/% to %% %)4% $n) &o't s$c"n4 $s % IS 02
;P$t II7
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DESI"( O) ESIDE(TIAL *'ILDI("
I(TOD'&TIO(
Mo)%n %"noc%) conc%t% st!ct!%s (o#%/% co-'% t(%* -$* $%$
to $ no/"c% $% !s!$''* )%s"4n%) $s $n $ss%-&'* o st!ct!$' %'%-%nts s!c( $s
&%$-s co'!-ns+ #$''s+ s'$&s $n) oot"n4s.
D%s"4n o %"noc%) conc%t% st!ct!% "s c$"%) "n -$n* st$4%s o"nst$nc%+ %-""c$' $ot"on-%nt o %cono-"c$' s"%s to t(% /$"o!s %'%-%nts+ t(%
)%t$"'%) c$'c!'$t"ons o t(% st%n4t( $n) st$&"'"t* o t(% st!ct!% $s $ #(o'% $n)
%$c( o t(% %'%-%nts !n)% t(% /$"o!s oc%s "t "s s!&3%ct%) to t(% %st"-$t"on o
%cono-"c$' $-o!nt %"noc%-%nts to &% o/")%) o s$%t*+ $s $'so t(% )%t$"'"n4
o st%%' "n /$"o!s $ts o "nt%4$t%) $ct"on.
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GROUND FLOOR PLAN
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FIRST FLOOR PLAN
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DOOR AND WINDOWS DIMENSIONS
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CENTRE LINE DRAWING
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LOAD CALCULATION
17 D%$) 'o$) < IS 9 ; P$t 17
27 L"/% 'o$) IS 9 ;$t 27
DEAD LOAD
PCC 2@ KNCU.M
RCC < 2KNCU.M
F'oo F"n"s( 1 KN CU.M
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LI#E LOAD
17 D#%''"n4 (o!s%s
$7 A'' oo-s $n) ,"tc(%ns < 2 KN S.M
&7 To"'%t $n) &$t( oo-s < 2 KN S.M
c7 Co")os+ $ss$4%s+ st$"c$s%s
"nc'!)"n4 t"% %sc$%s $n) sto% oo-s < 6 KN S.M
)7 B$'con"%s < 6 KN S.M
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D%t$"'s o Rcc S'$&
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D%t$"'s o B%$-
*EAM
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,3 legg
stirrups
01 260 J @00 6. 6Nos o 1:-- --600--
02 260 J @00 6. 2Nos o 1:-- --600--
06 260 J @00 6.6 2Nos o 1:-- --600--
0@ 260 J @00 6. 2Nos o 1:-- --600--
D%t$"'s o co'!-n
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D%t$"'s o co'!-n
T+PE O)
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:Nos. o 20--
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600 -- cc
BIAJIAL
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:Nos. o 20--
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600 -- cc
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D%t$"'s o o!n)$t"on
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D%t$"'s o st$"c$s%
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D%t$"'s o s!ns($)%
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STAAD2Pro A(AL+SIS
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B%$- D%t$"'s Us"n4 STAAD o
(O O) *EAM SI0E O) *EAM TOPEI()O&EME(T
*OTTOMEI()O&EME(T
S
1 260 J @00 2 nos o 10-- &$ @ nos 12-- &$ -- st"!s
2 260 J @00 2 nos o 12-- &$ 2 nos 12-- &$ -- st"!s
6 260 J @00 2 nos o 12-- &$ 2 nos 12-- &$ -- st"!s
@ 260 J @00 2 nos o 10-- &$ 6 nos 12-- &$ -- st"!s
260 J @00 2 nos o 12-- &$ 2 nos 12-- &$ -- st"!s
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B%$- D%t$"'s !s"n4 STAAD o.
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Column Details Using STAAD.pro
(O O) *EAM SI0E O) *EAM E5'IED STEELAEA
, s62mm
MAI(EI()O&EME(T EI()
1 260 J 600 66.0 @ nos 12-- &$ --
2 260 J 600 ::1. @ nos 1:-- &$ --
6 260 J 600 9.0: @ nos 1:-- &$ --
@ 260 J 600 ::1. @ nos 1:-- &$ --
260 J 600 ::2.@0 @ nos 1:-- &$ --
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Co'!-ns )%t$"'s "n STAAD. o.
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S(%$ $n) &%n)"n4 )"$4$-s
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)O *EAMS A(D &OL'M(S
DESI"(ED
TOTAL 8OLUME OF CONCRETE > 17283 &'2METE
BAR DIA WEIGHT
;"n --7 ;"n N%#7
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&on$lusion
T(% $ct"c$' t$"n"n4 #$s /%* !s%!' $n) "t o/")%s 4oo) st$4% to ,no#n t(%
s"t% )""c!'t"%s $n) s"t!$t"ons %'$t%) to t(% co!s% $n) t(% n%# t%c(n"5!%s"-'%-%nt%).
T(o!4( t("s "n '$nt t$"n"n4+ t(% /"s!$'""n4 o t(% o&3%cts "n const!ct"on
"n)!st* "s -$)% %$s"% $n) &%tt% !n)%st$n)"n4 "s "-'%-%nt%).
T("s 4"/%s $ /%* 4oo) %os!% to t(% const!ct"on "n)!st* $n) $'so 3!st""%s
t(% "-ot$nc% o D%s"4n "n t(% &!"')"n4s.
T(% MK CONSTRUCTION o3%cts 4"/% -% $n ")%$ $&o!t t(% D%s"4n o%s")%nt"$' &!"')"n4 $n) const!ct"on s%5!%nc% o t$ns-"ss"on to#%.
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THANK YOU