Load Analysis Flat Ceiling

8/11/2019 Load Analysis Flat Ceiling

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PROJECT: Topigs Boar House DATE 9/24/2014

JOB NO : TK-29112 DE!"#NED $%ua&

ACT"'"T(: Broi)er House 100* + 20* + * CHECKED

!HEET

House 30.49m x 6.1m x 2.44m

!)ope ,egree : 1 ,egree

Ba. spae : 3Pur)i& spai&g : 1200 33

5N/3

6 7 1920 33

% 7 200 33

8 7 21 33

s 7 241 33

Loading Calculation:

Dead Load :

1 Roo8i&g s%ee: 00BT 0TCT

"&8or3aio& 8ro3 aa)ogue ass per u&i area 7 11

ass per u&i )e&g% 7 2 5g/3

!e)8 eig% o8 roo8i&g 7 0110 5N/3 ;8or riia) 3 spa&<

2 Cei)i&g s%ee : 4033 P= Pa&e) 3 spa&

"&8or3aio& 8ro3 aa)ogue ass per u&i area 7 4

ass per u&i )e&g% 7 0 5g/3

!e)8 eig% o8 roo8i&g 7 0299 5N/3

2a #)ass oo) > see) 7 0 #)ass oo) o& ei)i&g 7 0

7 0000 7 0000

?or 3 spa& 7 000 5N ?or 40 3 spa& 7 000 5N

7 0000 5N/3 7 0000 5N/3

Pur)i& :

Tr. : 6CC1001-0

"+ 7 @2000 r+ 7 401 33 eig% 7 2 5g/3

". 7 12000 r. 7 19 33 A 7

$+ 7 11440 D 7 100 6 7 00 33

$. 7 91 B 7 0 33 7 1 33

=D6 o&riue, . pur)i&s 7 ps 7 009 5N/3

5g/32

5g/32

5g/32 5g/32

5N/32 5N/32

334

334 332

33

33

L

h

f

s

A

B

C

D

E






!HEET

T%ere8ore Roo8i&g > i&su)aio& > pur)i&s 7 00 5N/3

T%ere8ore Cei)i&g > i&su)aio& 7 099 5N/3

Imposed Load :?or 8)a roo8 ; up o 1 ,eg pi%< 7 02 7 09 5N/3

Wind Load : B! 99 P 2:

'e 7 's + !

i&, !pee, i& a)a.sia 7 2 3/s

C) 2221 !ie i&, spee,

's 7 ' + !a + !, + !s + !p

%ere' 7 2 3/s

!a 7 A)iu,e 8aor C):2222 7 1 ;Topograp%. is &o pri3ar. 8aor<

!, 7 Direio& 8aor C):222 7 1 ;Direio& o8 ui),i&g is u&5&o&<

!s 7 !easo&)a 8aor C):2224 7 1 ;?or per3a&e& ui),i&g<

!p 7 Proai)i. 8aor C):222 7 1

Ta)e 4 : ?aor ! 8or sa&,ar, 3e%o,

E88eie %eig% 7 2 3

Assu3e )ose ,isa&e o sea 7 10 53

Re8er o o)u3& sie i& ou&r. :

He ! ! 7 1

2 1

1@

10 1@

T%ere8ore 'e 7 1 + 2

7 441 3/s

s 7 11941 Pa

7 119

C): 2 E+er&a) pressure oe88iie&s 8or roo8

C) : 224 Duopi% roo8s

Ta)e 10 ?igure 20

Cpe 7 -0

C):214 ?igure 4

Ca 7 0@

T%ere8ore Pe 7 s Cpe Ca

7 -0@4

Cpi 7 -0 ;8or o opposie a))s eua)). per3ea)e a&, i&, &or3a) o i3per3ea)e 8ae<

T%ere8ore Pi 7 s Cpe Ca

7 -09

!ur8ae presseure 8ro3 i&, 7 -01@

5N/32

D.&a3i pressure : s 7 01 'e2

5N/32

5N/32

5N/32

5N/32






!HEET

i&, )oa, reae, o 1 Ba. 7 01@ + 4 + 2

7 1 5N7 0@ 5N/3

Coeicient calculation :

5 7 00

Ø 7 8 / % 0

3 7 1

B 7 2 ; 5>1 < > 3 44

C 7 1 > 23 4@0

N 7 B > 3C 110

Com!ination load 1 : 1.4DL " 1.6LL

Dea, )oa, 7 00 5N/3

6ie )oa, 7 09 5N/3

=D6 7 2@ 5N/3

7 7 -@9 5N 3

7 7 11209 5N 3

7 7 -@9 5N 3

7 7 11 5N

7 7 11 5N

7 6 / 2 7 204 5N

7 7 204 5N

Com!ination load 2 : 1.2DL " 1.2LL " 1.2WL

Dea, )oa, 7 004@9 5N/3

6ie )oa, 7 09 5N/3

i&, )oa, 7 0@2 5N/3

=D6 1 7 204@4 5N/3

=D6 2 7 00@4 5N/3

; "1/ "

2 < + ; % / s <

1 > Ø

B -62 ; >3 < / ; 1N<

C

; 62 / < > 3B

D

B

H A

-B / %

HE

H A

' A

'E

' A

B

C

D

A

B

C

D

E






!HEET

i&, 6oa, ;126<

7 7 1 5N 3

7 7 -091 5N 3

7 7 -092 5N 3

7 -;% - HE< 7 -12 5N

7 7 0@ 5N

7 7 -019 5N

7 7 019 5N

?or 1266 > 12 D6

7 7 -01 5N 3

7 7 9 5N 3

7 7 -01 5N 3

7 7 12021 5N

7 7 12021 5N

7 6 / 2 7 1241 5N

7 7 1241 5N

1266 > 12D6 >126 #ax

7 -2222 5N 3 $ %3&.'39 () m

7 42 5N 3 $ 11.209 () m

7 -104@2 5N 3 $ %3&.'39 () m

7 12940@ 5N $ 1*.13** ()

7 124190@ 5N $ 1*.13** ()

7 11211 5N $ 20.4333 ()

7 14411 5N $ 20.4333 ()

B

%2 / 2 > D

C

%2 / 4 > 3D

D -62 / F G 2 ;B>C< > 5 / N

H A

HE -D / %

' A -%2 / 26

'E

- ' A

B -62 ; >3 < / ; 1N<

C

; 62 / < > 3B

D

B

H A

-B / %

HE

H A

' A

'E

' A

B

#+

C

#C

D

#D

H A

H,

HE

H-

' A

,

'E -

A E






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Load Analysis Flat Ceiling

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