HARD COPY PURLINS DESIGN
DESIGN OF PURLINS
Date:
NAME OF BUILDING PURLIN DESIGNATION
: :
10/14/17
PROPOSED 2 STOREY HOUSING UNIT P–1
SPECIFICATIONS: Type of e!t"o# P$a!"#% of a% &o' S$ope of &oof"#% Spa!"#% of t&( Spa!"#% of p(&$"#
: : : : :
Channel none 0.2 3 0.6
) )
77 800 704 230 200
Pa Pa Pa Mpa Gpa
B
T* 1 .2 S2 3.!1
$oa'"#%: *e"%+t of &oof"#% Ot+e& ,e&t"!a$ $oa' *"#' $oa' -#o&)a$ p&o.e!t"o# "e$' t&e#%t+ of tee$ Mo'($( of E$at"!"ty
: : : : :
(%%ete' e!t e!t"o#: "o#: De"%#at"o# C 6!"30"1!"1.2 6! 2C C I2 0 0 11.4 RESULT: Mo)e#t M#3 !#!.!2 N) f$e5(&a$ t&e f653 16#.66 Mpa f6y3 176.4! Mpa
30 I 2.!
Mt3
11#.10 N)
F653 F6y3
1!1.80 Mpa 138.00 Mpa
"#te&a!t"o# e(at"o# !ae
TF
A 1.2
S 1 .3 !
1.77 ASEP 1
*
1 .3 # BSTRES 123.6
'ef$e!t"o# y a$$o8 L / 190 1;<;;;7 ))
2 .7!$D% %o,e .7!$D% %o,e
y# yt
-f65 / F65 @ -f6y / F6y ? 3 1<0 <40 ? 3 1<0 FAILS
Page 1
3 ==<01>9 )) ? 3 <==1 )) ?
1;<;;;7 1;<;;;7
HARD COPY PURLINS DESIGN
FAILS FAILS
Page 2
sda1
PURLINS DESIGN LINKED TO TRUSS LOAD COMPUTATION (sheet 2) DATA INPUT DESIGN OF PURLINS
NAME OF BUILDING PURLIN DESIGNATION
: :
PROPOSED STORE OUSING UNIT P1
: : : : :
C+a##e$ #o#e 0<0 =<00 0<;0
SPECIFICATIONS: Type of e!t"o# P$a!"#% of a% &o' S$ope of &oof"#% Spa!"#% of t&( Spa!"#% of p(&$"#
NONE NONE 1 MIDSPAN 2 THIRD POI
) )
$oa'"#%: *e"%+t of &oof"#% : Ot+e& ,e&t"!a$ $oa' : *"#' $oa' -#o&)a$ p&o.e : e"$ e "$' ' t& t&e# e#% %t+ of t te ee$ : Mo'($( of E$at"!"ty : (%%ete' e!t"o#: e!t"o#: De"%#at"o#
0 <0 0
Pa Pa Pa Mpa Gpa
B
T*
TF
A
*
;<00
=0<00
1<0
1<0
1<77
1<=>
C
I2
I
S2
S
ASEP
BSTRESS
0<00
11<40
<0
=<1
1<=
1
LC ;5=05151<
2C
RESULT: Mo)e#t M#3 >; N) f$e5(&a$ t&e f653 1;><;; Mpa f6y3 17;<4 Mpa
Mt3
11> N)
F653 Mpa F6y3 Mpa
"#te&a!t"o# e(at"o# ae
'ef$e!t"o# y a$$o8 / 190
))
<7-DL@ %o,e -f65 / F65 @ -f6y / F6y ? 3 <=>; ? 3 1<0 FAILS
y# yt
3 3
OTHER DATA INPUT a
!"#
$e%gth &' '&%t sde
*
Page 3
)) ? FAILS )) ? FAILS
sda1
, d e ' g h I 8 9 $ * &
!"# !"# !"# #"! 3"# 1"2 1#"5 #"6 66"##
=> E ta$ se-t&%
:##"## 6#+"## #"2## #"16 #"16 11"3 1"3 23# 2##"##
DESIGNATION
$e%gth &' $et' sde $e%gth &' ght sde $e%gth &' ght sde sa-%g ,etee% 4$%s sa-%g ,etee% t4ss heght &' t4ss $e%gth &' t4ss $e%gth &' ea7es eght &' &&'%g eght &' &&d LL ; & 3#s<* heght &' &&'; P s$ s$&e a-t a-ta% a% a%g$ a%g$e e >e$d ste%gth &' stee$ *&d4$4s &' e$ast-t> - 4$%s
* * * * * * * * 9Pa -4* Pa Pa
H
TF
B
LC !5?3#
!5
TW
3#
1"2
.*d sag &ds Mt/t.L2032 .thd &%t sag & Mt/t.L20#
Ma Ga
A
1"2
W
1"66
-&*4tat&%@ desg% $&ads@ 1"DEAD LOADS t &' &&'%g
DL
66"##
9Pa
LL
BBB
9Pa
6#+"##
9Pa
2"LIE LOADS
3"/IND LOADS desg% %ds@ /L %&*a$ $&ads@
/% DL% 5:"!6 LL% +6#"!: /L% +2 + 22"+#
N0* N0* N0*
DLt LL%
11"63 +"1+
N0* N0*
/% /t
52"35 1#5":6
N0* N0*
ta%ge%ta$ $&ads@
L&ad -ase B 1
DL
Page +
XC
1"3
YC
IX
11"+#
IY
2"5#
sda1
L&ad -asse B 2
"65(DL/) /% /t
613":1 6"+#
N0* N0*
M&*e%ts@ 2
L&ad -ase B 1
M%/%(L)0: M%
55"5
M%/t(L)20: Mt
11"1
M%
:#3"#+
Mt
:"33
N*
N*
L&ad -ase B 2
=$e?4a$ ste%gth@ L&ad -ase B 1 ',?
1!"!!
MPa
',>
16!"+5
MPa
',?
22:"6
MPa
',>
132"3+
MPa
L&ad -ase B 2
-he-9 ' -&*a-t s 02t' 16#0(=>)10
=>
23#
12"5# 1#"65
02t' ; 16#0s<t(=>) -&*a-tFFF =,?#"!!= 151": MPa =,>#"!#= 13: MPa -he-9 %tea-t&% e<4at&% L&ad -ase B 1 2"3!
; 1"#
=AILS
2"+6
; 1"#
=AILS
L&ad -ase B 2
$&ad -ase B1 -t-a$
Page 5
1+:"
52"
Mt/t.L20 Mt/t.L20# 2": 1#"!
sda1
-he-9 de'$e-t&%@ 5+"5: a$$&" De'$e-t&% L01:#
1!"!6
mm
Y%5/%L+03:+EI?
33"#2
mm
;
1!"!6
Yt5/tL+03:+EI>
22"33
mm
;
1!"!6
PURLINS DESIGN LINKED TO TRUSS LOAD COMPUTATION (sheet 2) DATA INPUT DESIGN OF PURLINS
NAME OF BUILDING PURLIN DESIGNATION
: :
ITAATO PURLINS 1
: : : : :
LCS+ape MIDSPAN 0<0 =<00 ) 0<;0 )
SPECIFICATIONS: Type of e!t"o# P$a!"#% of a% &o' S$ope of &oof"#% Spa!"#% of t&( Spa!"#% of p(&$"# $oa'"#%: *e"%+t of &oof"#% : Ot+e& ,e&t"!a$ $oa' : *"#' $oa' -#o&)a$ p&o.e : e"$' t&e#%t+ of tee$ : Mo'($( of E$at"!"ty : (%%ete' e!t"o#: De"%#at"o#
0<00
Pa Pa Pa Mpa Gpa
B
T*
TF
A
*
;<00
=0<00
1<0
1<0
1<77
1<=>
C
I2
I
S2
S
ASEP
BSTRESS
0<00
11<40
<0
=<1
1<=
1
LC ;5=05151<
2C
RESULT: Mo)e#t M#3 14> N) f$e5(&a$ t&e f653 4<4 Mpa f6y3 44<11 Mpa
Mt3 N) F653 Mpa F6y3 Mpa
"#te&a!t"o# e(at"o# ae
'ef$e!t"o# y a$$o8 / 190
))
<7-DL@ %o,e y#
3
Page !
)) ? FAILS
sda1
-f65 / F65 @ -f6y / F6y ? 3 0<700 ? 3 1<0
yt
3
)) ? FAILS
OTHER DATA INPUT a , d e ' g h I 8 9 $ * &
!"# !"# !"# !"# #"! 3"# 1"2 !"# #"6 66"##
=> E ta$ se-t&%
:##"## 6#+"## #"2## #"16 11"3 23# 2##"##
DESIGNATION
$e%gth &' '&%t sde $e%gth &' $et' sde $e%gth &' ght sde $e%gth &' ght sde sa-%g ,etee% 4$%s sa-%g ,etee% t4ss heght &' t4ss $e%gth &' t4ss $e%gth &' ea7es eght &' &&'%g eght &' &&d LL ; & 3#s<* P heght &' &&'; s$&e a-ta% a%g$e >e$d ste%gth &' stee$ *&d4$4s &' e$ast-t> - 4$%s
* * * * * * * * * 9Pa -4* Pa Pa
H
TF
LC !5?3#
B
!5
TW
3#
1"2
.*d sag &ds Mt/t.L2032 .thd &%t sag & Mt/t.L20#
Ma Ga
A
1"2
W
1"66
-&*4tat&%@ desg% $&ads@ 1"DEAD LOADS t &' &&'%g
DL
66"##
9Pa
LL
BBB
9Pa
6#+"##
9Pa
2"LIE LOADS
3"/IND LOADS desg% %ds@ /L %&*a$ $&ads@
/% DL%
5:"!6
N0*
Page 6
XC
1"3
YC
IX
11"+#
IY
2"5#
sda1
LL% +6#"!: /L% +22"+#
N0* N0*
DLt LL%
11"63 +"1+
N0* N0*
/% /t
52"35 1#5":6
N0* N0*
"65(DL/) /% /t
613":1 6"+#
N0* N0*
ta%ge%ta$ $&ads@
L&ad -ase B 1
L&ad -asse B 2
DL
M&*e%ts@ 2
L&ad -ase B 1
M%/%(L)032 M%
1+:"
N*
Mt/t.L2032 Mt
2":
N*
M%
2##"6!
Mt
22"33
L&ad -ase B 2
=$e?4a$ ste%gth@ L&ad -ase B 1 ',?
+2"+2
MPa
',>
++"11
MPa
',?
56"2#
MPa
',>
33"#:
MPa
L&ad -ase B 2
-he-9 ' -&*a-t s 02t' 16#0(=>)10
=>
23#
12"5# 1#"65
02t' ; 16#0s<t(=>) -&*a-tFFF
Page :
sda1
=,?#"!!= 151": MPa =,>#"!#= 13: MPa -he-9 %tea-t&% e<4at&% L&ad -ase B 1 #"5
; 1"#
OK FFF
#"!2
; 1"#
OK FFF
L&ad -ase B 2
$&ad -ase B1 -t-a$ -he-9 de'$e-t&%@ 5+"5: a$$&" De'$e-t&% L01:#
1!"!6
mm
Y%5/%L+03:+EI?
33"#2
mm
;
1!"!6
Yt5/tL+03:+EI>
22"33
mm
;
1!"!6
PURLINS DESIGN LINKED TO TRUSS LOAD COMPUTATION (sheet 2) DATA INPUT DESIGN OF PURLINS *IT SAG ROD TIRD POI
NAME OF BUILDING PURLIN DESIGNATION
: :
ITAATO PURLINS 1
: : : : :
LCS+ape TIRD POIN 0<0 =<00 ) 0<;0 )
SPECIFICATIONS: Type of e!t"o# P$a!"#% of a% &o' S$ope of &oof"#% Spa!"#% of t&( Spa!"#% of p(&$"# $oa'"#%: *e"%+t of &oof"#% : Ot+e& ,e&t"!a$ $oa' : *"#' $oa' -#o&)a$ p&o.e : e"$' t&e#%t+ of tee$ : Mo'($( of E$at"!"ty : (%%ete' e!t"o#: De"%#at"o# LC ;5=05151<
2C 0<00
B
Pa Pa Pa Mpa Gpa
T*
TF
A
*
;<00
=0<00
1<0
1<0
1<77
1<=>
C
I2
I
S2
S
ASEP
BSTRESS
0<00
11<40
<0
=<1
1<=
1
RESULT:
Page
sda1
Mo)e#t M#3 = N) f$e5(&a$ t&e f653 1<09 Mpa f6y3 1<;9 Mpa
Mt3
11 N)
F653 Mpa F6y3 Mpa
"#te&a!t"o# e(at"o#
'ef$e!t"o# y a$$o8 / 190
ae
))
<7-DL@ %o,e y# yt
-f65 / F65 @ -f6y / F6y ? 3 0<4> ? 3 1<0
3 3
)) ? FAILS )) ? FAILS
OTHER DATA INPUT a , d e ' g h I 8 9 $ * &
!"# !"# !"# !"# #"! 3"# 1"2 !"# #"6 66"##
=> E ta$ se-t&%
:##"## 6#+"## #"2## #"16 11"3 23# 2##"##
DESIGNATION
$e%gth &' '&%t sde $e%gth &' $et' sde $e%gth &' ght sde $e%gth &' ght sde sa-%g ,etee% 4$%s sa-%g ,etee% t4ss heght &' t4ss $e%gth &' t4ss $e%gth &' ea7es eght &' &&'%g eght &' &&d LL ; & 3#s<* P heght &' &&'; s$&e a-ta% a%g$e >e$d ste%gth &' stee$ *&d4$4s &' e$ast-t> - 4$%s
* * * * * * * * * 9Pa -4* Pa Pa
H
TF
LC !5?3#
B
!5
TW
3#
1"2
.*d sag &ds Mt/t.L2032 .thd &%t sag & Mt/t.L20#
Ma Ga
A
1"2
W
1"66
-&*4tat&%@ desg% $&ads@ 1"DEAD LOADS t &' &&'%g
DL
66"##
9Pa
Page 1#
XC
1"3
YC
IX
11"+#
IY
2"5#
sda1
2"LIE LOADS LL
BBB
9Pa
6#+"##
9Pa
3"/IND LOADS desg% %ds@ /L %&*a$ $&ads@
/% DL% 5:"!6 LL% +6#"!: /L% +22"+#
N0* N0* N0*
DLt LL%
11"63 +"1+
N0* N0*
/% /t
52"35 1#5":6
N0* N0*
"65(DL/) /% /t
613":1 6"+#
N0* N0*
ta%ge%ta$ $&ads@
L&ad -ase B 1
L&ad -asse B 2
DL
M&*e%ts@ 2
L&ad -ase B 1
Mt/t.L20# M%
52"
N*
Mt/t.L20# Mt
1#"!
N*
M%
61"3:
Mt
6"+
L&ad -ase B 2
=$e?4a$ ste%gth@ L&ad -ase B 1 ',?
15"#:
MPa
',>
15"!:
MPa
2#"3+
MPa
L&ad -ase B 2 ',?
Page 11
sda1
',>
11"6!
-he-9 ' -&*a-t s
=>
02t' 16#0(=>)10
MPa
23#
12"5# 1#"65
02t' ; 16#0s<t(=>) -&*a-tFFF =,?#"!!= 151": MPa =,>#"!#= 13: MPa -he-9 %tea-t&% e<4at&% L&ad -ase B 1 #"213
; 1"#
OK FFF
#"22
; 1"#
OK FFF
L&ad -ase B 2
$&ad -ase B1 -t-a$ -he-9 de'$e-t&%@ 5+"5: a$$&" De'$e-t&% L01:#
1!"!6
mm
Y%5/%L+03:+EI?
33"#2
mm
;
1!"!6
Yt5/tL+03:+EI>
22"33
mm
;
1!"!6
Page 12
sda1
NTS
Page 13
sda1
SX
SY
3"51
ASEP
1"35
BSTRESS
1 123"!#
Page 1+
sda1
SX
SY
3"51
ASEP
1"35
BSTRESS
1 123"!#
Page 15
sda1
SX
SY
3"51
ASEP
1"35
BSTRESS
1 123"!#
Page 1!
sda2
TRUSS LOADING COMPUTATION LINK FROM PURLINS DESIG
ENTER DATA: ON COLORED CELL design wind P Ht of oof (engt) of t*ss ATAN ang(e )/p sin 0 2sin0 sin20 3os 0
20.00 psf 958 Pa 2.20 ! 5.00 ! 0.,2 -&.5 degees . ! 0. &.2 0.-0.,5
spa3ing of p*(ins spa3ing of t*ss otto! oint pane( (engt top oint pane( (engt) ! otto! ti*ta/ aea top ti*ta/ aea ass*!ed t*ss wt
0.0 ! &.50 ! 2.00 ! 2.&& ! .00 s6! .&, s6!
+L
"
+L DLtop
" "
DLot
"
LL
"
P top oi Pot oin
" "
".5'.0,5 )o s*fa3e (%s6ft 82.855 )o s*fa3e Pa
3ei(ing (oad
5 psf
111 Pa
Type of e!t"o#
:
S$ope of &oof"#%
:
0<99
Spa!"#% of p(&$"#
:
0<=0
)
LCS+ape
:
Pa
$oa'"#%: *e"%+t of &oof"#%
Pn "
Page 16
P#2sin0 88&.&9 2,89 oofin 1N%A wt 3ei(i ,&8.24eti3a( 1N%A
#N/A 0.72
sda2
e"$' t&e#%t+ of tee$
:
Mpa
Mo'($( of E$at"!"ty
:
Gpa
Page 1:
sda2
$%#&' Pa Pa N 'wt p*(ins'wt t* g'wt a3ing
N N
Page 1
sda2
Page 2#
ta,$es
Wind load: /%d stag%at&% ess4e !" d ht" e?&s4e g4st -&e''-e%t Ce Pess4e -&e''-e%t C! I*&ta%-e 'a-t&I ND PRESSURE,P=Ce C! !" I
Page 21
ta,$es
TAB#E $%&C ' (inim)m Roo* #i+e #oad" Ti-).a/ loaded aea *o an/ ".)0.)al mem-e Roo* "lo1e .o $2 "!m 3Pa .o $2 "!m 3P e 52 "!m 3P =$at & se $ess tha% 1 7et-a$ t& 3 h&&%ta$J a-h & d&*e th 1### :## !### se 1 7et-a$ e 3 h&&%ta$ t& $ess tha% 1 h&&%ta$J a-h & d& :## 6## !## se 1 7et-a$ 1 h&&%ta$J a-h & d&*e th se 30: &' sa% gea !## !## !## A%%g e?-et -$&th -&7eed 25# 25# 25# Gee% h&4ses $athh&4ses a%d ag-4$t4a$ ,4$d%g 5## 5## 5##
TALE 2 C&*,%ed heght e?&s4e a%d g4st 'a-t& -&e''-e%t (Ce) Hei67. a-o+e a+ea6e le+el o* ad8oinin6 6o)nd 3m4
E1o")e D #5"## !"## 6"## :"## "## 1#"## 15"## 2#"## 3#"## +#"## !#"## :#"## 1##"##
E1o")e C E1o")e B
1"+1 1"+5 1"+: 1"51 1"5+ 1"5! 1"!5 1"65 1":6 1"! 2"# 2"16 2"2!
1"#: 1"13 1"16 1"2# 1"23 1"25 1"35 1"+! 1"!# 1"6# 1":! 2"## 2"#
#"!3 #"!6 #"6# #"63 #"6! #"6: #": #": 1"12 1"23 1"+1 1"55 1"!:
.a$4es '& %te*edate heght a,&7e 5 *etes *a> ,e %te&$ated
Ta-le 9 WIND SPEEDS 3;PH4
I 2## 2###
II 165 15##
De"0i1.ion Esse%ta$ Haad&4s e-a$ &--4a% %dad &--4a% Ms-e$$a%e&4s
I 1"15 1"15 1"15 1"## #":6
Ta-le Im1o.an0e *a0.o I O00)1an0/ 0a.e6o/ I II III I
Page 22
III 15# 1###
ta,$es
a4
Page 23
sda3
DESIG H / 165 ? +#"2 / 15# ? 31"5 / 15# ? 21"1 / 15# ? 1+"# / 125 ? 23": / 125 ? 13"2 / 1## ? 16"2 / 1## ? "3 I 2## ? 5#"+ I 2## ? 2!"# I 1:# ? 23"! I 15# ? 3!"2 I 15# ? 16"1 I 1## ? 1!"1 I 1## ? 12" C 1:# ? 21"+ C 15# ? 2+"# C 15# ? 1:"! C 125 ? 13"+ C 1## ? "+ C 65 ? !" L 255?#?25? L 255?#?25? L 255?#?25? L 255?#?25? L 255?#?25? L 255?#?25? L 22#?65?25? L 22#?65?25? L 22#?65?25? L 22#?65?25? L 22#?65?25? L 22#?65?25? L 22#?65?25? L 22#?65?25? L 2##?65?25? L 2##?65?25? L 2##?65?2#? L 2##?65?2#? L 2##?6#?2#? L 2##?6#?2#? L 2##?6#?2#? L 2##?6#?2#? L 2##?6#?2#? L 2##?6#?2#? L 2##?6#?2#? L 2##?6#?2#? L 2##?6#?2#? L 2##?6#?2#? L 2##?6#?2#? L 1:5?5#?2#? L 1:5?5#?2#?
165 15# 15# 15# 125 125 1## 1## 2## 2## 1:# 15# 15# 125 1## 1:# 15# 15# 125 1## 65 255 255 255 255 255 255 22# 22# 22# 22# 22# 22# 22# 22# 2## 2## 2## 2## 2## 2## 2## 2## 2## 2## 2## 2## 2## 2## 2## 1:5 1:5
T/ 165 15# 1## 65 125 !# 1## 5# 15# 1## 1## 125 65 65 65 65 65 65 !5 5# +# # # # # # # 65 65 65 65 65 65 65 65 65 65 65 65 6# 6# 6# 6# 6# 6# 6# 6# 6# 6# 6# 5# 5#
T= 6"5 6"# !"# 5"# !"5 !"# !"# 5"# "# 6"# !"# :"5 5"5 5"5 5"# 6"# "# !"5 !"# 5"# 5"# +"6 +"5 +"3 +"# 3"2 2" +"6 +"5 +"3 +"# 3"2 2" 2"! 2"3 +"# 3"2 +"# 3"2 +"6 +"5 +"3 +"# 3"2 2" 2"! 2"3 2"# 1": 1"! 3"2 2"3
A 11"# 1#"# "# 6"# "# :"# :"# 6"# 1!"# 1#"# 1#"# 1+"# "5 "5 :"# 1#"5 12"5 1#"# :"# 6"5 6"# +"6 +"5 +"3 +"# 3"2 2" +"6 +"5 +"3 +"# 3"2 2" 2"! 2"3 +"# 3"2 +"# 3"2 +"6 +"5 +"3 +"# 3"2 2" 2"! 2"3 2"# 1": 1"! 3"2 2"3
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SY ASEP 112"## 1 65"1# 1 3#"1# 1 13"2# 1 +6"## 1 "6# 1 2!"6# 1 5"# 1 1#"## 1 26"6# 1 26"5# 1 !1"!# 1 15"3# 1 15"3# 1 12"!# 1 2+"3# 1 2:"3# 1 22"+# 1 13"+# 1 6"5# 1 +"5# 1 36"+3 1 3!"2# 1 3+"3 1 32"6 1 26"+# 1 25"1 1 26"+6 1 2!"!# 1 25"61 1 2+"32 1 2#"33 1 1:"63 1 16"#! 1 15"33 1 2+"32 1 2#"33 1 21"5! 1 1:"#: 1 21"5# 1 2#":5 1 2#"1: 1 1"1+ 1 1!"1# 1 1+":5 1 13"56 1 12"22 1 1#":2 1 ":5 1 :":! 1 "23 1 6"12 1
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sda3
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3"+! !"+ !"#! 5"5 5"#: +"5+ +"1! 3"66 3"35 2"3 +"22 3":5 3"+! 3"1: 2":: 2"56 2"25 2":6 2"!+ 2"3: 2"1 2"## 1"6 1"56 32": 31":1 3#"62 2"#2 2+"16 22"23 2+"2# 23"+5 22"!: 21"+6 1:"## 1!"5 15"13 13"!1 21"2! 16":2 1:":# 15":1 1:":+ 1:"2: 16"61 1!":1 1+"1: 13"1# 11": 1#":# "56 :"62 6":5
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sda3
:"33 !"+5 5"6+ 1#"12 "!6 :"2: 6"6# 6"#: !"+1 5"61 5"23 +"62 2#"55 16"25 1:"1! 15"2 1+"++ 12"23 "3! :"1! !"32 "3# :": 6"!+ 6"11 !"5+ 5"+ 5"3# +":5 +"3: "32 :"## !"21 :"12 6"6: !"63 !"26 5"6: 5"2! +"6# +"3# 3": 3"+6 3"#2 1#"52 :"# 5"!: !"5+ !"1# 5"!3 5"12 +"56 +"1
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sda3
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Page 33
4$%s desg% &&d
PROJECT : LOCATION: OWNER : SUBJECT :
A TWO STOREY 6 UNITS APARTMENT B-12, L-21, GR-1 ESTELLITA RAYMUNDO
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Yn 16/6 1461
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Page 36
design of steel purlins
1151/ Gi3en %eig&! #' !(ss Leng!& #' !(ss S0"ing #' !(ss S.#0e #' ##'ing S0"ing #' 0(.ins &! #' ##' Win$ 9#ne E80#s(e "!eg# I*0#!"ne '"!# I M#$(.(s #' e."s!ii! #' s!ee. Yie.$ s!eng!& #' s!ee. S"g #$s: En!e n#
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design of steel purlins
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SEECTION O< PURIN T'=
>210"2.0
P&'l(n e(*h+ 'ea >"" >== I""
DESIGN ?ENDING @O@ENTS Ca)eAI $ D%B Dea loa % l(9e loa oa (n "" ('e/+(on oa (n == ('e/+(on @oen+ $@"B A @oen+ $@= BA
D% $D%BS,a/(n*Co)$Slo,eB $D%BS,a/(n*S(n$Slo,eB
"" 210 == $$no. Sa*'o)%1BB210
Ca)eAII $ D%B oa (n "" ('e/+(on oa (n == ('e/+(on @oen+ $@"B A
S,a/(n*$DCo) $Slo,eBAB S,a/(n*DS(n $Slo,eB "" 210