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PROJECT : PAGE :

CLIENT : DESIGN BY :

JOB NO. : DATE : REVIEW BY :

Wind Analysis for Low-rise Building, Based on ASCE 7-05 / IBC 2006

I!"# $A#AB

Importance factor p! "" #$.%" &.$ or &.&'( I ) &.$$ Cate!or* II

V ) +$ mp,

& -at

B/010n! ,e0!,t to ea2e 3' ft

B/010n! ,e0!,t to r01!e 3+ ft

B/010n! en!t, L ) &$$ ft

B/010n! 401t, B ) 5$ ft

Effect02e area of component6 A ) '$

$ESI% S"&&A'(7a8 ,or09onta force norma to /010n! en!t, L face ) 3+.$$ ;0p6

7a8 ,or09onta force norma to /010n! en!t, B face ) $.5+ >&&.3% >5.5" >$.5+ >&&.3% >5.5" $.5+ >&.5"

3 >$.3+ >".== >".&+ >$.3+ >&.%5 >$.5%

= >$.3& >5.=5 >&."5 >$.5.&' >&.== =T >$.3& >&.5< >$.==&E $.5= 5.$' &$."5 $.5& '.5< &$.33

S/rface

$.$$

&.$" >&5.3' >&&.5= >&.$" >&5.3' >&&.5= Net Pre66/re 40t,

3E >$.'5 >+.5' >=.+= >$.'3 >+.=.'%

=E >$.=" >%.=' >3."= >$.=3 >".+% >3.%.3.'3 >$.=' >%.3.'3 $.5+ >&.5"

5 >$.=' >%.3.'3 >$.=' >%.3.'3 3T >$.3" >&.%$ >$.5$.&.'= >$.35

E8po6/re cate!or*#B C or D(

Ba60c 40n1 6pee1 #IBC Ta &5$+.3.&V3S

(

Topo!rap,0c factor#Sec.5.'.".= for /010n! pa!e %$(

1 9:4% C

f8-% C

i8

G Cp f

) pro1/ct of !/6t effect factor an1 e8terna pre66/re coeff0c0ent 6ee tae eo4. #-0!. 5>&$ pa!e '3 '=(

G Cp 0

) pro1/ct of !/6t effect factor an1 0nterna pre66/re coeff0c0ent.#-0!. 5>' Enco6e1 B/010n! pa!e ="(

Roof an!e ) Roof an!e ) Roof an!e )

G Cp f

G Cp f

G Cp f#GC

p 0( #>GC

p 0( #GC

p 0( #>GC

p 0( #GC

p 0( #>GC

p 0(

Roof an!e )

G Cp f #GC

p 0( #>GC

p 0(

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Basi* Load Cases in #rans=erse $ire*+ion Basi* Load Cases in Longi+udinal $ire*+ion

S/rfaceArea Pre66/re #;( 40t,

S/rfaceArea Pre66/re #;( 40t,

& 3$%$ +."" ".&&.$& >=.3.'$ >&."+ 3E 5$' >'.5< >&.'" =E =3$ >3.=3 >&.=$

For09. 3=.$5 3=.$5

For09. =.3' >+.+$ >".$' 33 3.'$ >&."+ &+ >+

=E =3.'' >&.'" &'5 5+ =E =3$ >3.=3 >&.=$ %< 3=

&T &"'$ &.3+ 3.=' >3' >%5 &T &&&$ $.%$ &< >3&

5

=$.%3 $.35 >&.5& $.35 >&.5& $."+ >$.%% $."+ >&.$=

#Wa6 re1/ce1 &$ H -0!. 5>&&A note '.(

Co> @ Cladding ?one ?one 2 ?one . ?one ?one 5

!ressure !osi+i=e ega+i=e !osi+i=e ega+i=e !osi+i=e ega+i=e !osi+i=e ega+i=e !osi+i=e ega+i=e

sf 8 &$.$$ >&3.&'.+3

#ftGCp 0 ( #ftGCp 0 (

#ftGCp 0 ( #GCp 0 ( #>GCp 0 ( #ftGCp 0 ( #GCp 0 ( #>GCp 0 (

Tota For09. Tor60ona Loa1 7T

Tota For09. Tor60ona Loa1 7T

1 9:4 % C

8 - % C

i8

pm0n

) &$ p6f #Sec. 5.&.=.

7/26/2019 Wind Asce7 05

4/6

PROJECT : PAGE :

CLIENT : DESIGN BY :

JOB NO. : DATE : REVIEW BY :

Wind Analysis for Building wi+: : 60 f+, Based on ASCE 7-05 / IBC 2006

I!"# $A#AB

Importance factor #$.%" &.$ or &.&'( I ) &.$$ Cate!or* II pa!e ""

V ) +$ mp,

& -at pa!e $.+&

To B -ace $.'= &5& >$.%+

To B -ace $.'= 3$$ >$.'&

To B -ace $.'= 3$$

-0!. 5>5 pa!e =%

Wall $ire*+ion L / B C

W0n14ar1 Wa A A $.%$

Lee4ar1 Wa To L D0r $.5$ >$.'$

Lee4ar1 Wa To B D0r &.5" >$.3"

S01e Wa A A >$."$

E8po6/re cate!or*#B C or D(

Ba60c 40n1 6pee1 #IBC Ta &5$+.3.&V3S

(

Topo!rap,0c factor#Sec.5.'.".

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#cont1(

Fence 7W-RS Net Pre66/re6 are !02en * foo40n! tae6 #Sec. 5.'.&%.=.%+ Lee4ar1 A >+.%& >&3.''

Roof

$ > %$.' >&+.$3 >&&.%'

&&=."' >".'5 3$$ >&'.&=

&5$ +.+' &".&3

&5& +.+% &".&5

igure 6-D, age 5

Ba6e -orce6Norma to L -ace Norma to B -ace W0n1 40t, An!e

ASCE>"Ca6e & Ca6e < Ca6e & Ca6e < Ca6e 3 Ca6e =

#;0p6( +3" "$3 =+" 3"< &$"' '+"

#ft > ;0p6( &==3

&ullion '' $.%& >$.%= $.%& >&.''

!anel $.%% $.%" >&."3

< f+8

&ullion !ressure sf8 !anel !ressure sf8

?one ?one 5 ?one ?one 5

!osi+i=e ega+i=e !osi+i=e ega+i=e !osi+i=e ega+i=e !osi+i=e ega+i=e

$ > &' &$.$$ >

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cont1

'oofEffe*+i=e ?one ?one 2 ?one .

Co>,onen+sandClad

ding

$ >&.=$ >3.&.=$ >3.&.%& >&."< >$.+= >&.55 >$.+3 >&.5= >$.+& >&.5< >,onen+sandCladding

$ >3&.'< >=+.=% >5".==

&$ >3&.'< >=+.=% >5".==

'+ >'=.%$

3%.5% >'3.''

'3'.%% >=+.+'

'$$ >3'.'& >=+.=%

3%$&5 >3'.'& >=+.=%

Area f+28 - %C! - %C! - %C!

Area f+28