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 t4e 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+ '%$2 +Pa CHB ',()) t*ic+ 2%'' +Pa Cei!ing (%(, +Pa -ec*anica! D.ct /!!o0ance (%2 +Pa Roof Co Co1ering Ga Ga!1anied Co Corr.gated (%'2 +Pa E3.i4)ents and -ac*ineries 5as 4er )an.fact.rer6s )an.fact.rer6s s4ecs7 1.1. 1.1.2 2 Live Live Loa Load d Roof (%8 +Pa 1.1. 1.1.3 3 Wind Wind Loa Load d T*e Fasic 0ind s4eed .sed in t*e deter)ination deter)ination of design design 0ind !oads on str Fe 2(( +4* as s*o0n in i n t*e 0ind one )a4 of t*e P*i!i44ines NSCP@2('(% E94os.re Categor ;one < I0 + +t G pi = >(%' >(%'&? &? @(%' @(%'& &
C 2 2(( +4* '%', (%$( '%(( (%&,
surface roughness categories wind zone class classicat ication ion (sho (shoul ul use 200kph for factor of safet importance factor for essentia essentia velocity pressure eposure 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 T4e #ti" soil Seis)ic one factor? ; ( % #eismic $one Seis)ic So.rce T4e T4e / 5 C!osest Distance to Kno0n Seis)ic ;one I ' %, importance factor for essentia essentia R & %, numerical co coe!cient for co conc Na '%2 near source factor N1 '%8 near source factor Ca (%, seismic coe!cient C1 '%(2 seismic coe!cient 1.1." 1.1." Primar Primar# # Loads Loads and and Loading Loading Com$i Com$inat nation ions s NSCP 2('( section 2( and Section ($% deAne t*e ! oad cases 0*ic* can T*ese are s.))aried s.))aried Fe!o0: Fe!o0: Reinforced Concrete O/D ' Seis)ic a!ong @direction 5@E7 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 5D7 O/D 8 i1e oad 57 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 5D7 O/D 2 i1e oad 57 O/D #ind oad 5#7 O/D CO-B '(' D> O/D CO-B '(2 (%",5D>#SCTION7 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." **oa **oa$*e $*e oi* oi* Pressu Pressure re T*e )ini).) soi! Fearing ca4acit ca4acit for t*e str.ct.re str.ct.re s*a!! Fe '(( +Pa +Pa 52'(( 1.3 LI+ / DI C/D D +D(D UD /% /)erican /)erican Concrete Concrete Instit.te Instit.te 5/CI 5/CI '&-@( '&-@(,7 ,7 B% /CI Detai!ing -an.a! C% /)erican /)erican Instit.te Instit.te for for Stee! Stee! Constr.cti Constr.ction on 5/ISC7 5/ISC7 D% /ISC /ISC Detai!in Detai!ing g for Stee! Stee! Const Constr.c r.ctio tion n E% nifor nifor) ) B.i! B.i!din ding g Code Code 5BC@$ 5BC@$"7 "7 M% /)erican Societ of Ci1i! Engineers Enginee rs 5/SCE7
ED BY: D BY:
ciAed in NSCP
ct.res s*a!!
d be 150kph)
l facilities !cient
l facilities ete #%&'
e .sed%
re .c on
e 4ro1ision of
)ents of
d.e to
d
n accordance res4ecti1e! 4sf7
PROJECT
:
B%/(/
D/TE
:
DESCRIPTION
:
Roof Tr.ss oadings
DESIGNED BY
:
OctoFer 2 -GR
CHECKED
Mor HT@'
(%8
%2, R
RR
Dead Load 54er triF.tar area7
Staad se!f 0eig*t
Cei!ing
(%(,(
+Pa
'%
2 ,(9,(9,
Roof Co1ering Ga!1anied Corr.gated
(%'2(
+Pa
2%
2 ,(9,(9
#ater ProoAng
(%(((
-ec*anica! D.ct /!!o0ance
(%2((
P.r!ins
(%'((
+Pa
(%"(
+Pa
D TriF% /rea
=
'
2
,
8
+Pa
(%"(
(%"(
(%"(
(%"(
(%"(
(%"(
s3)
'%,,
%,
%&$
"%'$&
"%8
(%(((
,
0.54
1.1
1."63
3.353
3."63
0.000
+Pa
(%8
(%8
(%8
(%8
(%8
(%8
s3)
'%,,
%,
%&$
"%'$&
"%8
(%(((
,
0.573
2.120
2.033
4.316
4."57
0.000
Live Load TriF% /rea
Mor HT@2
'%"
,%'82 R
RR
Dead Load 54er triF.tar area7
Staad se!f 0eig*t
Cei!ing
(%(,(
+Pa
'%
2 2,92,9,
Roof Co1ering Ga!1anied Corr.gated
(%'2(
+Pa
2%
2 2(92(9
#ater ProoAng -ec*anica! D.ct /!!o0ance
(%2((
P.r!ins
(%'((
=
+Pa
D TriF% /rea
'
2
,
8
+Pa
(%"(
(%"(
(%"(
(%"(
(%"(
(%"(
s3)
(%(((
'%(
%'$
2%&&
8%(&
&%2$
,
0.000
0.77
1."01
1.3""
2.535
3.62
+Pa
(%8
(%8
(%8
(%8
(%8
(%8
s3)
(%(((
'%(
%'$
2%&&
8%(&
&%2$
,
0.000
0.54
1.61
1.730
3.23
".0"7
Live Load TriF% /rea
2
' Y:
D M9
@''%,"
M
'2%88 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%$$
@&%$2$ '(%,,'
PROJECT
:
B%/(/
DESCRIPTION
:
Roof Tr.ss oadings
D/TE DESIGNED BY
: :
OctoFer 2(' -GR
Para)eters S4an? = Roof s!o4e? = P.r!in S4acing? S= -od.!.s of e!asticit of stee! U se!tion
%,( ', (%8( 2((
CHECKED BY:
) = (%28'"$$&& ) 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< 2I0 '%&$ +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%,$' +N)
HT@' HT@2
', ''
+N)
2E '%(" 'E (%&
8 (%,
ra)e
2%' +Pa
'%&' +Pa
'%'" +Pa
,%""&
+N)
HT@'
,%(8
+N)
HT@2
PROJECT
:
B%/(/
D/TE
:
DESCRIPTION
:
Roof Tr.ss oadings
DESIGNED BY
:
OctoFer 2 -GR
CHECKED
Mor T@'
Dead Load 54er triF.tar area7 Cei!ing
(%(,(
+Pa
Roof Co1ering Ga!1anied Corr.gated
(%'2(
+Pa
#ater ProoAng
(%(((
-ec*anica! D.ct /!!o0ance
(%2((
+Pa
P.r!ins
(%'((
+Pa
(%"(
+Pa
D TriF% /rea
=
TriF.tar !engt*
'
2
,
8
"
(%"(
(%"(
(%"(
(%"(
(%"(
(%"(
(%"(
'%'(
2%&2(
%"8(
%"((
%''
%,2,
'%"8
0.3
1.32"
1.77
2.206
1.633
1."7
0.525
(%8
(%8
(%8
(%8
(%8
(%8
(%8
'%'(
2%&2(
%"8(
%"((
%''
%,2,
'%"8
0.54
1.62
2.2"
2.520
2.45
2.11"
1.0"5
Live Load TriF% /rea
' Y:
%"
)
PROJECT
:
B%/(/
DESCRIPTION
:
Roof Tr.ss oadings
D/TE DESIGNED BY
: :
OctoFer 2(' -GR
Wind Load S4an? = Heig*t Roof s!o4e? =
%"( %, ',
E94os.re Categor ;one < I0 + +t
CHECKED BY:
) )
C 2 2(( '%', (%&, '%((
zone * +4*
use 200kph for factor of safety
"%9'( @8+*+t< 2I0 '%&, +Pa (%'& (for enclosed building) @(%'& Fased on 2( degree Roof Pitc*
3* GC4i GC4f Trans1erse
-idd!e Mra)e
End Mra)e 2
(%&
E (%8$
(%8$ '
(%
E (%,
(%8
ongit.dina! , (%,
Mor Roof O1er*angs GC4f
(%&
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
:
Roof Tr.ss oadings
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< 2I0 '%$8 +Pa (%'& (for enclosed building) @(%'& Fased on (@, degree Roof Pitc*
3* GC4i GC4f Trans1erse
-idd!e Mra)e
End Mra)e 2
(%
E (%2'
(%, '
(%"
E (%,8
(%&
ongit.dina! , (%,
Mor Roof O1er*angs GC4f
(%&
Wind Pressures
(+pressure)
P
=
q h [ ( GC pf )
−
( GC ) ] pi
Trans1erse -idd!e Mra)e '%'$ +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
%$'2
%2''
2%'(,
+N
PROJECT
:
B%/(/
DESCRIPTION
:
Roof Tr.ss oadings
D/TE DESIGNED BY
: :
OctoFer 2(' -GR
Wind Load S4an? = Heig*t Roof s!o4e? =
%&( ,%' '
E94os.re Categor ;one < I0 + +t
CHECKED BY:
) )
C 2 2(( '%', (%$ '%((
zone * +4*
use 200kph for factor of safety
"%9'( @8+*+t< 2I0 '%$8 +Pa (%'& (for enclosed building) @(%'& Fased on (@, degree Roof Pitc*
3* GC4i GC4f Trans1erse
-idd!e Mra)e
End Mra)e 2
(%
E (%2'
(%, '
(%"
E (%,8
(%&
ongit.dina! , (%,
Mor Roof O1er*angs GC4f
(%&
Wind Pressures
(+pressure)
P
=
q h [ ( GC pf )
−
( GC ) ] pi
Trans1erse -idd!e Mra)e '%'$ +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
QREM
QREM
QREM
QREM
QREM
2E (%2" 'E (%8$
8 (%,
ra)e (%&& +Pa
'%"( +Pa
'%2 +Pa
, QREM
8 QREM
" QREM
QREM
QREM
QREM
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 D > > E >; '% O/D CO-B 2'( (%",5 D > > E @; '% O/D CO-B (' '%( D O/D CO-B (2 '%( D > '%( O/D CO-B ( '%( D > '%( # > O/D CO-B ( '%( D > '%( # @ O/D CO-B (, '%( D > '%( # >; O/D CO-B (8 '%( D > '%( # @; O/D CO-B (" '%( D > '%( # > > '%( O/D CO-B (& '%( D > '%( # @ > '%( O/D CO-B ($ '%( D > '%( # >; > '%( O/D CO-B '( '%( D > '%( # @; > '%( O/D CO-B '' '%( D > '%( E > > '%( O/D CO-B '2 '%( D > '%( E @ > '%(
O/D CO-B ' '%( D > '%( E >; > '%( O/D CO-B ' '%( D > '%( E @; > '%( O/D CO-B ', '%( D > '%( # > O/D CO-B '8 '%( D > '%( # @ O/D CO-B '" '%( D > '%( # >; O/D CO-B '& '%( D > '%( # @; 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 ' O/DTYPE None TITE D O/D 2 O/DTYPE None TITE O/D O/DTYPE None TITE # O/D CO-B '(' D> O/D CO-B '(2 (%",5D>#SCTION7
