load calculation for air compressor building

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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PE-DC-239-653-C001PART 1

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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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PE-DC-239-653-C001PART 1

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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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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!!)


,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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PE-DC-239-653-C001PART 1

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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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PE-DC-239-653-C001PART 1

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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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PE-DC-239-653-C001PART 1

R0


9/27

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


10/27

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


11/27

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


12/27


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


13/27


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 ,!


14/27


RE=/NO/ R0PE-DC-29;-646-C001

;/1/3 Wa"" L!a Ca"#$"a%&!' - RC Pa)ae% Wa"" (150 % a"".


,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


15/27

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)


16/27


PE-DC-239-653-C001PART 1

R0

file:///var/www/apps/conversion/tmp/scratch_4/306691107.xls5#C@,-5! E5@$ D.1"1


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PE-DC-239-653-C001PART 1

R0

file:///var/www/apps/conversion/tmp/scratch_4/306691107.xls5#C@,-5! E5@$ D.1")


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PE-DC-239-653-C001PART 1

R0

file:///var/www/apps/conversion/tmp/scratch_4/306691107.xls5#C@,-5! E5@$ D.1"3


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PE-DC-239-653-C001PART 1

R0

file:///var/www/apps/conversion/tmp/scratch_4/306691107.xls+-=C5;> @@E=,5;# D.)"1


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PE-DC-239-653-C001PART 1

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PE-DC-239-653-C001PART 1

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PE-DC-239-653-C001PART 1

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PE-DC-239-653-C001PART 1

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file:///var/www/apps/conversion/tmp/scratch_4/306691107.xls+-=C5;> @@E=,5;# D.)"

PE DC 239 653 C001


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PE-DC-239-653-C001PART 1

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load calculation for air compressor building

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