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7/24/2019 Load Calculation for Air Compressor Building
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BHEL - 2 X 250MW BHILAI TPSDESIGN CALCULATION FOR SWITCH GEAR ROOM BUILDING - SUB-STRUCTURE
PE-DC-239-653-C001PART 1
R0
Dea L!a Ca"#$"a%&!' ()!!* +"a,.
#elf $ei%ht of #la& ' 0.1( x )(.00 ' 3.7(
6mm ceilin% *lasterin% ' 0.006 x )0.40 ' 0.1))4
+oam concrete '
0.07( x 10.00 ' 0.7(
,op plasterin% ' 0.01( x )0.40 ' 0.306
-oof &ilt p wei%ht ' ' 0.1
!oncrete ,iles ' 0.0) x )(.00 ' 0.(
5/53#a 5/55
Wa"" L!a Ca"#$"a%&!' (230 % a"".
nit wei%ht of ric2 ' )0.00
,hic2ness of wall ' 0.)3 m
nit wei%ht of *lasterin% ' )0.40
tside plasterin% thic2nes ' 0.01 m
5nside plasterin% thic2ness ' 0.01) m
5ntensit of wall load ' )0 0.)3 80.01 0.01))0.4
' (.)1
#.;o. Description $all 5ntensit of D in -emar2s
rid 8=1 ")>3
) eam A 3.0 vl 1.7 (.)1 .9 >rid 8=1 "
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BHEL - 2 X 250MW BHILAI TPSDESIGN CALCULATION FOR SWITCH GEAR ROOM BUILDING - SUB-STRUCTURE
PE-DC-239-653-C001PART 1
R0
5ntensit of wall load ' )( 0.1( 80.01 0.01))0.4
' 4.36
#.;o. Description $all 5ntensit of D in -emar2s
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BHEL - 2 X 250MW BHILAI TPSDESIGN CALCULATION FOR SWITCH GEAR ROOM BUILDING - SUB-STRUCTURE
PE-DC-239-653-C001PART 1
R0
ive load ' 0.7(
tensit of load on snshad ' 4.)( 2;/m
' 0.07(
' 0.13 m
oad de to facia wor2 ' 0.07( x 0.16 x )( x 1
' 0.)4 B;
4.)( 0.)4
0.)4
4.)(
0.60
0.13 m
0.10 m
0.60
Coment ' 84.)( x 0.6 x 0.6 / ) 80.)4 x 8 0.6 " 0.07(/)
' 0.900 B;m
0/9 ' &+ a"&e a+ $'&*!) !e'% *!) a "e'8% !* 2/4
#hear force ' 84.)( x 0.6 0.)4
' ).79 B;
2/;9 N &+ a"&e a+ $'&*!) "!a *!) a "e'8% !* 2/4
F!) S$'+ae !* SD1 G)& - H1H2
F!) D!!)
nit wei%ht of !oncrete ' )(.00
,hic2ness of snshade ' 0.07( m
#elf wei%ht of snshade ' 1.
+loor finish ' 1.00ive load ' 0.7(
tensit of load on snshad ' 3.63 2;/m
' 0.07(
' 0.16 m
2;/m)
,hic2ness of facia onsnshade
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BHEL - 2 X 250MW BHILAI TPSDESIGN CALCULATION FOR SWITCH GEAR ROOM BUILDING - SUB-STRUCTURE
PE-DC-239-653-C001PART 1
R0
0.16 m
0.0 m
0.7(
Coment ' 83.6)( x 0.7( x 0.7( / ) 80.)9 x 8 0.7( " 0.07(/)
' 1.))6 B;m
1/23 ' &+ a"&e a+ $'&*!) !e'% *!) a "e'8% !* 2/4
#hear force ' 83.6)( x 0.7( 0.)9' 3.007( B;
3/01 N &+ a"&e a+ $'&*!) "!a *!) a "e'8% !* 2/4
F!) S$'+ae !* SD2 G)& - A1A2: F1G1
F!) D!!)
nit wei%ht of !oncrete ' )(.00
,hic2ness of snshade ' 0.07( m
#elf wei%ht of snshade ' 1.+loor finish ' 1.00
ive load ' 0.7(
tensit of load on snshad ' 3.63 2;/m
' 0.07(
' 0.16 m
oad de to facia wor2 ' 0.07( x 0.16 x )( x 1
' 0.)9 B;
3.63 0.)9
0.)9
3.63
0.7(0.16 m
0.0 m
0.7(
Coment ' 83.6)( x 0.7( x 0.7( / ) 80.)9 x 8 0.7( " 0.07(/)
2;/m3
2;/m)
2;/m)
2;/m)
,hic2ness of facia onsnshade
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BHEL - 2 X 250MW BHILAI TPSDESIGN CALCULATION FOR SWITCH GEAR ROOM BUILDING - SUB-STRUCTURE
PE-DC-239-653-C001PART 1
R0
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BHEL - 2 X 250MW BHILAI TPSDESIGN CALCULATION FOR SWITCH GEAR ROOM BUILDING - SUB-STRUCTURE
PE-DC-239-653-C001PART 1
R0
DETERMINATION OF THICNESS OF FLOOR SLAB (F!) STAAD &'$%
SWITCH GEAR ROOM ( 5/0 L=L/ G)& G - H 7 1 - 2
De+&8' !* R!!* +"a, *!) S&%# Gea) R!!
en%th of the sla& ? ' 6 m
readth of the sla&? x ' ( m
-atio /x ' 1.) ? 2
DESIGN AS TWOWA@ SLAB
=ssme sla& thic2ness ' 1(0 mm
DEAD LOAD#elf $ei%ht of #la& ' 0.1( x )(.00 ' 3.7(
6mm ceilin% *lasterin ' 0.006 x )0.40 ' 0.1))
+oam concrete ' 0.06( x 10.00 ' 0.6(
,op plasterin% ' 0.01( x )0.40 ' 0.306
-oof &ilt p wei%ht ' ' 0.1
!oncrete ,iles ' 0.0) x )(.00 ' 0.(
LI=E LOAD ' 1.(0 Bn/m)TOTAL LOAD ' 6/93 Bn/m)
Fa#%!)e "!a ' 10/39 Bn/m)
TWO ADACENT EDGES DISCONTINUOUS 5# 4(6 ,a&le )6
#la& Coment as per &ondar condition 0.0() 10.39 ( (
#la& Coment as per &ondar condition ' 1(.(9 Bnm
fc2 ' 30 ;/mm)
f ' 41( ;/mm)
& ' 1000 mmClimit ' 0.13fc2&dd
=fter #&stittin% we %et d ' 61.37 mm
verall Depth ' 61.37)(6 d ' 9).37 mm
Le% $+ #!'+&e) 150 TH S"a,
SWITCH GEAR ROOM ( 5 L=L/ G)& F - G 7 1 - 2
De+&8' !* R!!* +"a, *!) S&%# Gea) R!!en%th of the sla& ? ' 6 m
readth of the sla&? x ' ( m
-atio /x ' 1.) ? 2
DESIGN AS TWOWA@ SLAB
=ssme sla& thic2ness ' 1(0 mm
DEAD LOAD
#elf $ei%ht of #la& ' 0.1( x )(.00 ' 3.7(
2;/m)
2;/m)
2;/m)
2;/m)
2;/m)
2;/m)
2;/m)
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BHEL - 2 X 250MW BHILAI TPSDESIGN CALCULATION FOR SWITCH GEAR ROOM BUILDING - SUB-STRUCTURE
PE-DC-239-653-C001PART 1
R0
fc2 ' 30 ;/mm)
f ' 41( ;/mm)
& ' 1000 mmClimit ' 0.13fc2&dd
=fter #&stittin% we %et d ' (7.(( mm
verall Depth ' (7.(()(6 d ' .(( mm
Le% $+ #!'+&e) 150 TH S"a,
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BHEL - 2 X 250MW BHILAI TPSDESIGN CALCULATION FOR SWITCH GEAR ROOM BUILDING - SUB-STRUCTURE
PE-DC-239-653-C001PART 1
R0
7/24/2019 Load Calculation for Air Compressor Building
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BHEL - 1500MW CCPP PRAGATI - IIICHEMICAL LABORATOR@ BUILDING - ANAL@SIS AND DESIGN
Design calculation for Aircompressor & workshop
1 DEAD LOAD
Load on roof :
1. Load on Roof :
Wt. of Sheeting = 10 kg/sq.m
Wt. of Purlin & Rafter Braing = !0 kg/sq.m
"ene# $L on roof = %0 kg/sq.m
! LIVE LOAD
1. Load on oof :
Roof Sloe = 1:%
' = 1(.)%*
LL = +1(.)% , 10- ! = (.1) kg/sq.m Ref. S : (2 +Part ,
$ust Load = !0 kg/sq.m
"ene# LL = +(.1) 4 !0- = 2(.1) kg/sq.m
! "I#D LOAD
"ere# Basi 5ind seed# 67 = )) m/Se
8s er 9l. .% , S:(2 , Part %
o5# $esign Wind Seed 6; = k1.k!.k%.67
Where# k1 = 1 = Risk 9oe
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BHEL - 345/4 MW NAGOTHANE CCPPSTRUCTURAL ANAL@SIS AND DESIGN REPORT FOR CHEMICAL LAB BUILDING
RE=/NO/ R0PE-DC-29;-646-C001
;/1/1 Dea L!a !* R!!* +"a,.
#elf $ei%ht of #la& ' 0.1(0 x )(.00 ' 3.7(
6 mm ceilin% plasterin% ' 0.006 x )0.40 ' 0.1)
#creed !oncrete ' 0.04)( x )4.00 ' 1.0)
+oam concrete ' 0.07( x 10.00 ' 0.7(
,op plasterin% ' 0.01( x )0.40 ' 0.31
-oof $ater proofin% mem&rane ' 0.10
!oncrete tiles ' 0.0)0 x )(.00 ' 0.(0
' 6/55
#l.@levation 8m oad intensit -emar2s
;o.
1 8 4.00m 6.(( Cem&ers at 8 4.00m
*roFection of the roof sla& from the oter &eam ' 1 m
oad on the oter &eam de to the sla& proFection ' 6.(( x 1 2;/m
' 6/55 2;/m
;/1 DEAD LOAD
2;/m)
2;/m)
2;/m)
2;/m)
2;/m)
2;/m)
2;/m)
N2
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BHEL - 2 X 250MW BHILAI TPSDESIGN CALCULATION FOR CHLORINATION PLANT
PE-DC-239-63;-C001
;/3 M!'!-Ra&" L!a
!apacit of the Cono"-ail ' 3.00 ,' 30.00 2;
$ei%ht of the
7/24/2019 Load Calculation for Air Compressor Building
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BHEL - 345/4 MW NAGOTHANE CCPPSTRUCTURAL ANAL@SIS AND DESIGN REPORT FOR CHEMICAL LAB BUILDING
RE=/NO/ R0PE-DC-29;-646-C001
;/1/2 Wa"" L!a Ca"#$"a%&!' . ( 230 % Wa""
nit wei%ht of ric2 ' 1.( =s per ,a&le"1?8item 36? 5#"7( 8*art 1
,hic2ness of wall ' 0.)3 m
nit wei%ht of *lasterin% ' )0.40 =s per ,a&le"1?
8item 40? 5#"7( 8*art 1
tside plasterin% thic2ness ' 0.01 m
5nside plasterin% thic2ness ' 0.01) m
5ntensit of wall load ' 1.( x 0.)3 80.010.01) x )0.4
' 4.9( 2;/m
#.;o Cem&er @ccentricit
@ 8" 0.(0 8*linth level
1 10)4 to 10)7 10)9 ).60 >rid 1 1).6 ") 10)0 to 10)3 10) ).60 >rid ) 1).6
3 1016 to 1019 ).60 >rid 3 1).6
4 101) to 101( ).60 >rid 4 1).6
( 1000 to 100) ).60 >rid = 1).6
6 1003 1004 ).60 >rid 1).6
7 100( 1006 ).60 >rid ! 1).6
1007 100 ).60 >rid D 1).6
9 1009 to 1011 ).60 >rid @ 1).6
@ 8 ).10 8intel level
)0)3 to )0)6 1.90 >rid 1 9.40 "
9 )019 to )0)) 1.90 >rid ) 9.40
10 )01( to )01 1.90 >rid 3 9.40
11 )011to )014 1.90 >rid 4 9.40
1) )000 to )00) 1.90 >rid = 9.40
13 )003 )004 1.90 >rid 9.40
14 )00( )006 1.90 >rid ! 9.40
1( )007 )0)9 1.90 >rid D 9.40
16 )00 to )010 1.90 >rid @ 9.40
2;/m3
2;/m3
-5D
D in2;/m
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BHEL - 345/4 MW NAGOTHANE CCPPSTRUCTURAL ANAL@SIS AND DESIGN REPORT FOR CHEMICAL LAB BUILDING
RE=/NO/ R0PE-DC-29;-646-C001
Coment -emar2s
" @ 8" 0.(0 ,!@ 8" 0.(0 ,!
@ 8" 0.(0 ,!
@ 8" 0.(0 ,!
@ 8" 0.(0 ,!
@ 8" 0.(0 ,!
@ 8" 0.(0 ,!
@ 8" 0.(0 ,!
@ 8" 0.(0 ,!
" @ 8 ).1 ,!
@ 8 ).1 ,!
@ 8 ).1 ,!
@ 8 ).1 ,!
@ 8 ).1 ,!
@ 8 ).1 ,!
@ 8 ).1 ,!
@ 8 ).1 ,!
@ 8 ).1 ,!
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BHEL - 345/4 MW NAGOTHANE CCPPSTRUCTURAL ANAL@SIS AND DESIGN REPORT FOR CHEMICAL LAB BUILDING
RE=/NO/ R0PE-DC-29;-646-C001
;/1/3 Wa"" L!a Ca"#$"a%&!' - RC Pa)ae% Wa"" (150 % a"".
nit wei%ht of !oncrete ' )(.00
,hic2ness of wall ' 0.1)( m
nit wei%ht of *lasterin% ' )0.40
tside plasterin% thic2ness ' 0.01) m
5nside plasterin% thic2ness ' 0.01 m
5ntensit of wall load ' )( x 0.1)( 80.01)0.01 x )0.4
' 3.74 2;/m
#l. *arapet wall hei%ht 8m -emar2s;o.
1 0.90 3.36 Cem&ers at 8 4.00m
M!e'% $e %! Pa)ae% a"" !' %e R!!* ,ea+.
,otal oad of parapet wall 3.36 2;/m
*arapet @ccentricit from the centre of &eam ' 1 m
Coment de to eccentric parapet on the roof &eam ' 3.36 2;.m/m
,otal oad of parapet wall 3.36 2;/m
2;/m3
2;/m3
oad intensit 82;/m
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BHEL - 2 X 250MW BHILAI TPSDESIGN CALCULATION FOR CHLORINATION PLANT
PE-DC-239-63;-C001
DESIGN OF SAG ROD
Caximm pll on sa% rod ' (.00 2;
Dia of rod provided ' 1) mm
#tress on the rod ' ' (.00 / 8pi x 1)) / 4 '
44.) ;/mm) H1(0 ;/mm)
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BHEL - 2 X 250MW BHILAI TPSDESIGN CALCULATION FOR SWITCH GEAR ROOM BUILDING - SUB-STRUCTURE
PE-DC-239-653-C001PART 1
R0
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7/24/2019 Load Calculation for Air Compressor Building
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BHEL - 2 X 250MW BHILAI TPSDESIGN CALCULATION FOR SWITCH GEAR ROOM BUILDING - SUB-STRUCTURE
PE-DC-239-653-C001PART 1
R0
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7/24/2019 Load Calculation for Air Compressor Building
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BHEL - 2 X 250MW BHILAI TPSDESIGN CALCULATION FOR SWITCH GEAR ROOM BUILDING - SUB-STRUCTURE
PE-DC-239-653-C001PART 1
R0
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7/24/2019 Load Calculation for Air Compressor Building
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BHEL - 2 X 250MW BHILAI TPSDESIGN CALCULATION FOR SWITCH GEAR ROOM BUILDING - SUB-STRUCTURE
PE-DC-239-653-C001PART 1
R0
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7/24/2019 Load Calculation for Air Compressor Building
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BHEL - 2 X 250MW BHILAI TPSDESIGN CALCULATION FOR SWITCH GEAR ROOM BUILDING - SUB-STRUCTURE
PE-DC-239-653-C001PART 1
R0
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7/24/2019 Load Calculation for Air Compressor Building
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BHEL - 2 X 250MW BHILAI TPSDESIGN CALCULATION FOR SWITCH GEAR ROOM BUILDING - SUB-STRUCTURE
PE-DC-239-653-C001PART 1
R0
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7/24/2019 Load Calculation for Air Compressor Building
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BHEL - 2 X 250MW BHILAI TPSDESIGN CALCULATION FOR SWITCH GEAR ROOM BUILDING - SUB-STRUCTURE
PE-DC-239-653-C001PART 1
R0
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BHEL - 2 X 250MW BHILAI TPSDESIGN CALCULATION FOR SWITCH GEAR ROOM BUILDING - SUB-STRUCTURE
PE-DC-239-653-C001PART 1
R0
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7/24/2019 Load Calculation for Air Compressor Building
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BHEL - 2 X 250MW BHILAI TPSDESIGN CALCULATION FOR SWITCH GEAR ROOM BUILDING - SUB-STRUCTURE
PE-DC-239-653-C001PART 1
R0
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BHEL - 2 X 250MW BHILAI TPSDESIGN CALCULATION FOR SWITCH GEAR ROOM BUILDING - SUB-STRUCTURE
PE-DC-239-653-C001PART 1
R0
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BHEL - 2 X 250MW BHILAI TPSDESIGN CALCULATION FOR SWITCH GEAR ROOM BUILDING - SUB-STRUCTURE
PE-DC-239-653-C001PART 1
R0
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PE DC 239 653 C001
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BHEL - 2 X 250MW BHILAI TPSDESIGN CALCULATION FOR SWITCH GEAR ROOM BUILDING - SUB-STRUCTURE
PE-DC-239-653-C001PART 1
R0
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