Design Criteria - Warehouse

PROJECT

:

QIP Bangsamoro - Warehouse

DESIGN

DESCRIPTION : Design Criteria Date : CHECK 1.0 Design Criteri Criteria a 1.1 Design Loads T*e staFi!it ana!ses ana!ses and design 4roceeded 4roceeded 0it* t*e fo!!o0ing t4e of !o !oads ads as s4e 2('(% 1.1. 1.1.1 1 Dead Dead Loa Load d Unit Weights Reinforced Concrete 2 +N) Stee!

""

+N)

$%&' +N)

#ater

Soi! '" +N) CHB '(()) t*ic+ '%$2 +Pa CHB ',()) t*ic+ 2%'' +Pa Cei!ing (%(, +Pa -ec*anica! D.ct /!!o0ance (%2 +Pa Roof Co Co1ering Ga Ga!1anied Co Corr.gated (%'2 +Pa E3.i4)ents and -ac*ineries 5as 4er )an.fact.rer6s )an.fact.rer6s s4ecs7 1.1. 1.1.2 2 Live Live Loa Load d Roof (%8 +Pa 1.1. 1.1.3 3 Wind Wind Loa Load d T*e Fasic 0ind s4eed .sed in t*e deter)ination deter)ination of design design 0ind !oads on str Fe 2(( +4* as s*o0n in i n t*e 0ind one )a4 of t*e P*i!i44ines  NSCP@2('(% E94os.re Categor ;one < I0 + +t G  pi = >(%' >(%'&? &? @(%' @(%'& &

C 2 2(( +4* '%', (%$( '%(( (%&,

surface roughness categories wind zone class classicat ication ion (sho (shoul ul use 200kph for factor of safet importance factor for essentia essentia velocity pressure eposure co topographic factor gust e"ect factor internal pressure coe!cient

= 47.3x10-6*kz*kzt*V 2*Iw (velocity pressure) +Pa = 1.96 1.1. 1.1.4 4 eis eismi mi! ! Load Load SD Soi! ProA!e T4e #ti" soil Seis)ic one factor? ; ( % #eismic $one Seis)ic So.rce T4e T4e / 5 C!osest Distance to Kno0n Seis)ic ;one I ' %, importance factor for essentia essentia R & %, numerical co coe!cient for co conc Na '%2 near source factor N1 '%8 near source factor Ca (%, seismic coe!cient C1 '%(2 seismic coe!cient 1.1." 1.1." Primar Primar# # Loads Loads and and Loading Loading Com$i Com$inat nation ions s NSCP 2('( section 2( and Section ($% deAne t*e ! oad cases 0*ic* can T*ese are s.))aried s.))aried Fe!o0: Fe!o0: Reinforced Concrete O/D ' Seis)ic a!ong @direction 5@E7 qz

O/D  Seis)ic a!ong ;@direction 5>E;7 O/D  Seis)ic a!ong ;@direction 5@E;7 O/D , Dead oad 5D7 O/D 8 i1e oad 57 O/D " #ind a!ong @direction 5>#7 O/D & #ind a!ong @direction 5@#7 O/D $ #ind a!ong ;@direction 5>#;7 O/D '( #ind a!ong ;@direction 5@#;7 O/D CO-B '(' '% D O/D CO-B '(2 '%2 D > '%8  O/D CO-B '( '%2 D > (%& # > O/D CO-B '( '%2 D > (%& # @ O/D CO-B '(, '%2 D > (%& # >; O/D CO-B '(8 '%2 D > (%& # @; O/D CO-B '(" '%2 D > '%8 # > > '%(  O/D CO-B '(& '%2 D > '%8 # @ > '%(  O/D CO-B '($ '%2 D > '%8 # >; > '%(  O/D CO-B ''( '%2 D > '%8 # @; > '%(  O/D CO-B ''' '%2 D > '%( E > > '%(  O/D CO-B ''2 '%2 D > '%( E @ > '%(  O/D CO-B '' '%2 D > '%( E >; > '%(  O/D CO-B '' '%2 D > '%( E @; > '%(  O/D CO-B '', (%$ D > '%8 # > O/D CO-B ''8 (%$ D > '%8 # @ O/D CO-B ''" (%$ D > '%8 # >; O/D CO-B ''& (%$ D > '%8 # @; O/D CO-B ''$ (%$ D > '%( E > O/D CO-B '2( (%$ D > '%( E @ O/D CO-B '2' (%$ D > '%( E >; O/D CO-B '22 (%$ D > '%( E @; O/D CO-B 2(' D >  O/D CO-B 2(2 '%( D > (%",  O/D CO-B 2( D > E > '% O/D CO-B 2( D > E @ '% O/D CO-B 2(, D > E >; '% O/D CO-B 2(8 D > E @; '% O/D CO-B 2(" (%",5 D >  > E > '% O/D CO-B 2(& (%",5 D >  > E @ '% O/D CO-B 2($ (%",5 (%",5 D >  > E >; '% O/D CO-B 2'( (%",5 (%",5 D >  > E @; '% Str.ct.ra! Stee! Roof Roof O/D ' Dead oad 5D7 O/D 2 i1e oad 57 O/D  #ind oad 5#7 O/D CO-B '(' D> O/D CO-B '(2 (%",5D>#SCTION7 1.2 Design %ethods and and &e!i'!ati &e!i'!ations ons 1.2.1 1.2.1 (ein)or (ein)or!ed !ed Con!re Con!rete te s r e n g a n s e r 1 cea  re3. re)en s .s ng e oa oa ac ors an s reng ' factors  as s4eciAed in /CI% '&@(, and NSCP 2('(% 2

 fcL = 2(%" +N)2 5?((( 4si7 and s*a!! Fe co)4.ted in accordance accordance 0it* t* /CI% '&@(, and NSCP 2('( )entioned aFo1e%

1.2.2 1.2.2 Con!re Con!rete te (ein)or (ein)or!em !ement ent /!! /!! c et einf einf nt s*a! s*a!!! Fe Fe def def

dF

fo )i

to t*

.i

0*ic* s*a!! Fe of grade ? f = 2( -4a 5?((( 4si7% 1.2.3 1.2.3 tru!t tru!tura ura** tee* tee* Str.ct.ra! design of stee! )e)Fers s*a!! Fe 4ro4ortioned 4ro4ortioned s.c* t*at stresses 0or+ing !oads do not e9ceed t*e a!!o0aF!e stresses% '% Str.ct.ra! stee! s*a!! Fe /ST- /8 stee! 0it* )ini).) ie!d strengt* M of 2& 6-Pa 2% #e!ds for str.ct.ra! stee! s*a!! Fe E"(% % #e!ding #e!ding and connections for !ig*t@gage s*a!! confor) confor) to /ISC Co!d@Mor)e Co!d@Mor)e Stee! -an.a!% % /nc*or Fo!ts s*a!! Fe /ST- /2,% 1.2.4 +em&erature em&erature and hrin,age hrin,age (ein)or!emen (ein)or!ementt T*e )ini).) reinforce)ent reinforce)ent for s!aF s!aF and 0a!! )e)Fers s*a!! Fe co)4.ted co)4.ted i 0it* t*e 4ro1ision 4ro1ision s4eciAed s4eciAed in NSCP 2('(? Section ("%' and and Section '% 1.2." 1.2." **oa **oa$*e $*e oi* oi* Pressu Pressure re T*e )ini).) soi! Fearing ca4acit ca4acit for t*e str.ct.re str.ct.re s*a!! Fe '(( +Pa +Pa 52'(( 1.3 LI+ / DI C/D D +D(D UD /% /)erican /)erican Concrete Concrete Instit.te Instit.te 5/CI 5/CI '&-@( '&-@(,7 ,7 B% /CI Detai!ing -an.a! C% /)erican /)erican Instit.te Instit.te for for Stee! Stee! Constr.cti Constr.ction on 5/ISC7 5/ISC7 D% /ISC /ISC Detai!in Detai!ing g for Stee! Stee! Const Constr.c r.ctio tion n E% nifor nifor) ) B.i! B.i!din ding g Code Code 5BC@$ 5BC@$"7 "7 M% /)erican Societ of Ci1i! Engineers Enginee rs 5/SCE7

ED BY: D BY:

ciAed in NSCP

ct.res s*a!!

d be 150kph)

l facilities !cient

l facilities ete #%&'

e .sed%

re .c on

e 4ro1ision of

)ents of

d.e to

d

n accordance res4ecti1e! 4sf7

PROJECT

:

B%/(/

D/TE

:

DESCRIPTION

:

Roof Tr.ss oadings

DESIGNED BY

:

OctoFer 2 -GR

CHECKED

Mor HT@'

(%8

%2, R

RR

Dead Load 54er triF.tar area7

Staad se!f 0eig*t

Cei!ing

(%(,(

+Pa

'%

2 ,(9,(9,

Roof Co1ering Ga!1anied Corr.gated

(%'2(

+Pa

2%

2 ,(9,(9

#ater ProoAng

(%(((

-ec*anica! D.ct /!!o0ance

(%2((

P.r!ins

(%'((

+Pa

(%"(

+Pa

D TriF% /rea

=

'

2





,

8

+Pa

(%"(

(%"(

(%"(

(%"(

(%"(

(%"(

s3)

'%,,

%,

%&$

"%'$&

"%8

(%(((

,

0.54

1.1

1."63

3.353

3."63

0.000

+Pa

(%8

(%8

(%8

(%8

(%8

(%8

s3)

'%,,

%,

%&$

"%'$&

"%8

(%(((

,

0.573

2.120

2.033

4.316

4."57

0.000

Live Load  TriF% /rea

Mor HT@2

'%"

,%'82 R

RR

Dead Load 54er triF.tar area7

Staad se!f 0eig*t

Cei!ing

(%(,(

+Pa

'%

2 2,92,9,


(%'2(

+Pa

2%

2 2(92(9

#ater ProoAng -ec*anica! D.ct /!!o0ance

(%2((

P.r!ins

(%'((

=

+Pa

D TriF% /rea

'

2





,

8

+Pa

(%"(

(%"(

(%"(

(%"(

(%"(

(%"(

s3)

(%(((

'%(

%'$

2%&&

8%(&

&%2$

,

0.000

0.77

1."01

1.3""

2.535

3.62

+Pa

(%8

(%8

(%8

(%8

(%8

(%8

s3)

(%(((

'%(

%'$

2%&&

8%(&

&%2$

,

0.000

0.54

1.61

1.730

3.23

".0"7


2

' Y:

D M9

@''%,"

M

'2%88 8%'&

)ore or !ess +N) +N)

D

M9

@"%($

M

&%$

)ore or !ess +N) +N)

"

&

%"(

(%"(

%&&

(%(((

.7"

0.000

(%8

(%8

%&&

(%(((

."30

0.000

 @''%(8 '2%"$& 8%$$

 @&%$2$ '(%,,'

PROJECT

:

B%/(/

DESCRIPTION

:


D/TE DESIGNED BY

: :

OctoFer 2(' -GR

Para)eters S4an? = Roof s!o4e? = P.r!in S4acing? S= -od.!.s of e!asticit of stee! U se!tion

%,( ', (%8( 2((

CHECKED BY:

) = (%28'"$$&& ) GPa

C'((9,(9',92%(

Weight 8 I9 8

%, 8",

+g) 9'(

))

I# 8

',

9'(

))

9 8

'%,

9'(

))

# 8

%

9'(

))

Dead Load #eig*t P.r!ins C",9&9',92 GI RooAng Cei!ing and ti!ities

%,

(%" Live Load 

(%8

Wind Load Heig*t E94os.re Categor ;one < I0 + +t 3* GC4i GC4f

+g) +Pa +Pa +Pa

=

(%(2$

+Pa

%$ ) C 2 zone * 2(( +4* use 200kph for factor of safety '%', (%&, '%(( "%9'(@8+*+t< 2I0 '%&$ +Pa (%'& (for enclosed building) @(%'& Fased on 2( degree Roof Pitc*

Trans1erse -idd!e Mra)e  (%& 

2 (%8$

E (%8$ '

(%

E (%,

ongit.dina! , (%,

End Mra)e

(%8

Mor Roof O1er*angs GC4f

(%&

(+pressure)

Wind Pressures Trans1erse -idd!e Mra)e

'%22 +Pa

End M

'%8' +Pa

'%' +Pa

'%8' +Pa

'%' +Pa

'%,2 +Pa

ongit.dina!

'%'" +Pa

Press.re= S.ction=

Mor Roof O1er*angs P= '%&'2

'%&' +Pa 2%' +Pa

+Pa

(+pressure)

TriF.tar !engt* Wind Pressures

%'&& ) "%" +N)

TriF.tar !engt* Wind Pressures

2%"$ ) 8%,$' +N)

HT@' HT@2

', ''

+N)

2E '%(" 'E (%&

8 (%,

ra)e

2%' +Pa

'%&' +Pa

'%'" +Pa

,%""&

+N)

HT@'

,%(8

+N)

HT@2

PROJECT

:

B%/(/

D/TE

:

DESCRIPTION

:


DESIGNED BY

:

OctoFer 2 -GR

CHECKED

Mor T@'

Dead Load 54er triF.tar area7 Cei!ing

(%(,(

+Pa


(%'2(

+Pa

#ater ProoAng

(%(((

-ec*anica! D.ct /!!o0ance

(%2((

+Pa

P.r!ins

(%'((

+Pa

(%"(

+Pa

D TriF% /rea

=

TriF.tar !engt*

'

2





,

8

"

(%"(

(%"(

(%"(

(%"(

(%"(

(%"(

(%"(

'%'(

2%&2(

%"8(

%"((

%''

%,2,

'%"8

0.3

1.32"

1.77

2.206

1.633

1."7

0.525

(%8

(%8

(%8

(%8

(%8

(%8

(%8

'%'(

2%&2(

%"8(

%"((

%''

%,2,

'%"8

0.54

1.62

2.2"

2.520

2.45

2.11"

1.0"5


' Y:

%"

)

PROJECT

:

B%/(/

DESCRIPTION

:


D/TE DESIGNED BY

: :

OctoFer 2(' -GR

Wind Load S4an? = Heig*t Roof s!o4e? =

%"( %, ',

E94os.re Categor ;one < I0 + +t

CHECKED BY:

) )

C 2 2(( '%', (%&, '%((

zone * +4*

use 200kph for factor of safety

"%9'( @8+*+t< 2I0 '%&, +Pa (%'& (for enclosed building) @(%'& Fased on 2( degree Roof Pitc*

3* GC4i GC4f Trans1erse

-idd!e Mra)e 

End Mra)e 2

(%&

E (%8$



(%8$ '

(%

E (%,

(%8



(%&

Wind Pressures

(+pressure)

P

=

q h [ ( GC pf )

−

( GC ) ] pi

Trans1erse -idd!e Mra)e '%22 +Pa

'%' +Pa

End M '%8' +Pa

'%8' +Pa

'%' +Pa

'%,2 +Pa

ongit.dina!

'%'" +Pa

Press.re= S.ction=

2%' +Pa

Mor Roof O1er*angs P= '%&'2

'%",( %,(( +Pa

(+pressure)

T@'  TriF% /rea #ind oad

R TriF% /rea #ind oad

' '%'(

2 2%&2(

 %"8(

 %"((

'%"2'

%2

%,$(

,%""

' '%'(

2 2%&2(

 %"8(

 %"((

2%28$

%,"

8%(,(

"%,82

'%'" +Pa 2.04 ,Pa 4.05 ,Pa

2E '%(" 'E (%&(

8 (%,

ra)e 2%' +Pa

'%&' +Pa

'%'" +Pa

%(8 8%'2

2%2,(

2%' +Pa ".20 ,Pa

"%&(

%,((

'%8' +Pa 7.24 ,Pa

'(%&8

, %''

8 %,2,

" '%"8

,%(2(

%(

2%','

, %''

8 %,2,

" '%"8

8%8'"

,%8"2

2%&8

+N

+N

PROJECT

:

B%/(/

DESCRIPTION

:


D/TE DESIGNED BY

: :

OctoFer 2(' -GR


%"( ,%' '


CHECKED BY:

) )

C 2 2(( '%', (%$ '%((

zone * +4*


"%9'( @8+*+t< 2I0 '%$8 +Pa (%'& (for enclosed building) @(%'& Fased on (@, degree Roof Pitc*


-idd!e Mra)e 

End Mra)e 2

(%

E (%2'



(%, '

(%"

E (%,8

(%&



(%&

Wind Pressures

(+pressure)

P

=

q h [ ( GC pf )

−

( GC ) ] pi

Trans1erse -idd!e Mra)e '%'$ +Pa

'%(& +Pa

End M (%"8 +Pa

'%$ +Pa

'%, +Pa

'%2$ +Pa

ongit.dina!

'%2 +Pa

Press.re= S.ction=

'%$ +Pa

Mor Roof O1er*angs P= '%$'$

+Pa

(+pressure)

T@' TriF% /rea #ind oad

' '%'(

2 2%&2(

 %"8(

 %"((

'%8&

%8$

%$'

,%8'

2E (%2" 'E (%8$

8 (%,

ra)e (%&& +Pa

'%"( +Pa

'%2 +Pa

, %''

8 %,2,

" '%"8

%$'2

%2''

2%'(,

+N

PROJECT

:

B%/(/

DESCRIPTION

:


D/TE DESIGNED BY

: :

OctoFer 2(' -GR


%&( ,%' '


CHECKED BY:

) )

C 2 2(( '%', (%$ '%((

zone * +4*


"%9'( @8+*+t< 2I0 '%$8 +Pa (%'& (for enclosed building) @(%'& Fased on (@, degree Roof Pitc*


-idd!e Mra)e 

End Mra)e 2

(%

E (%2'



(%, '

(%"

E (%,8

(%&



(%&

Wind Pressures

(+pressure)

P

=

q h [ ( GC pf )

−

( GC ) ] pi

Trans1erse -idd!e Mra)e '%'$ +Pa

'%(& +Pa

End M (%"8 +Pa

'%$ +Pa

'%, +Pa

'%2$ +Pa

ongit.dina!

'%2 +Pa

Press.re= S.ction=

'%$ +Pa

Mor Roof O1er*angs P= '%$'$

+Pa

(+pressure)

T@2 TriF% /rea #ind oad

' QREM

2 QREM

 QREM

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O/D ' O/DTYPE None TITE D O/D 2 O/DTYPE None TITE  O/D  O/DTYPE None TITE # O/D CO-B '(' D> O/D CO-B '(2 (%",5D>#SCTION7

Design Criteria - Warehouse

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