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    HARD COPY PURLINS DESIGN

    Page 1

    DESIGN OF PURLINS Date: 01/27/15

    NAME OF BUILDING : PROPOSED 2 STOREY HOUSING UNIT

    PURLIN DESIGNATION : P 1

    SPECIFICATIONS:

    Type o !e"t#o$ : Channel

    P%a"#$& o !a& 'o(! : none

    S%ope o 'oo#$& : 0.2

    Spa"#$& o t')!! : 3 *

    Spa"#$& o p)'%#$! : 0.6 *

    %oa(#$&!:

    +e#&,t o 'oo#$& : 77 Pa

    Ot,e' -e't#"a% %oa(! : 800 Pa

    +#$( %oa( .$o'*a% p'oe"t#o$ : 704 Pa#e%( !t'e$&t, o !tee% : 230 Mpa

    Mo()%)! o E%a!t#"#ty : 200 Gpa

    !)&&e!te( !e"t#o$:

    De!#&$at#o$ B T+ TF A +

    C 6!"30"1!"1.2 6! 30 1.2 1.2 1.77 1.3#

    3C C I3 I S3 S ASEP BSTRES

    0 0 11.4 2.! 3.!1 1.3! 1 123.6

    RESULT:

    Mo*e$t

    M$4 !#!.!2 N* Mt4 11#.10 N*%e6)'a% !t'e!!

    64 16#.66 Mpa F64 1!1.80 Mpa

    y4 176.4! Mpa Fy4 138.00 Mpa

    #$te'a"t#o$ e8)at#o$ (e%e"t#o$

    y a%%o9 L / 10

    "a!e; 2 1

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    HARD COPY PURLINS DESIGN

    Page 2

    FAILS

    FAILS

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    PURLINS DESIGN LINKED TO TRUSS LOAD COMPUTATION (sheet 2)

    DATA INPUT

    DESIGN OF PURLINS ;;;

    NAME OF BUILDING : PROPOSED 2 STORE OUSING UNIT

    PURLIN DESIGNATION : P 1

    SPECIFICATIONS:

    Type o !e"t#o$ : C,a$$e% NONE NONE

    P%a"#$& o !a& 'o(! : $o$e 1 MIDSPAN

    S%ope o 'oo#$& : 0=20 2 THIRD POI

    Spa"#$& o t')!! : >=00 *

    Spa"#$& o p)'%#$! : 0=?

    3C C I3 I S3 S ASEP BSTRESS

    0=00 0=00 11=0 2=50 >=51 1=>5 1 ;;;

    RESULT:

    Mo*e$t

    M$4 5?< N* Mt4 11? N*%e6)'a% !t'e!!

    64 1

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    , !"# $e%gth &' $et' sde *

    - !"# $e%gth &' ght sde * .*d sag &ds Mt/t.L2032

    d !"# $e%gth &' ght sde * .thd &%t sag & Mt/t.L20#

    e #"! sa-%g ,etee% 4$%s *

    ' 3"# sa-%g ,etee% t4ss *

    g 1"2 heght &' t4ss *

    h 1#"5 $e%gth &' t4ss *

    I #"6 $e%gth &' ea7es *8 66"## eght &' &&'%g 9Pa

    9 eght &' &&d -4*

    $ :##"## LL ; & 3#s 23# >e$d ste%gth &' stee$ Ma

    E 2##"## *&d4$4s &' e$ast-t> Ga

    ta$ se-t&% - 4$%s

    DESIGNATION H B TW TF A W XC YC IX IY

    LC !5?3# !5 3# 1"2 1"2 1"66 1"3 11"+# 2"5#

    -&*4tat&%@

    desg% $&ads@

    1"DEAD LOADS

    t &' &&'%g DL 66"## 9Pa

    2"LIE LOADSLL BBB 9Pa

    3"/IND LOADS

    desg% %ds@

    /L 6#+"## 9Pa

    %&*a$ $&ads@ /%

    DL% 5:"!6 N0*

    LL% +6#"!: N0*

    /L% +22"+# N0*

    ta%ge%ta$ $&ads@

    DLt 11"63 N0*

    LL% +"1+ N0*

    L&ad -ase B 1 DL

    /% 52"35 N0*

    /t 1#5":6 N0*

    heght &' &&';

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    L&ad -asse B 2 "65(DL/)

    /% 613":1 N0*

    /t 6"+# N0*

    M&*e%ts@

    2

    L&ad -ase B 1 M%/%(L)0:

    M% 55"5 N* 1+:" 52"

    M%/t(L)20: Mt/t.L2 Mt/t.L20#

    Mt 11"1 N* 2": 1#"!

    L&ad -ase B 2

    M% :#3"#+

    Mt :"33

    =$e?4a$ ste%gth@

    L&ad -ase B 1

    ',? 1!"!! MPa

    ',> 16!"+5 MPa

    L&ad -ase B 2

    ',? 22:"6 MPa

    ',> 132"3+ MPa

    -he-9 ' -&*a-t s => 23#

    02t' 12"5#

    16#0(=>)10 1#"65

    02t' ; 16#0s) -&*a-tFFF

    =,?#"!!= 151": MPa

    =,>#"!#= 13: MPa

    -he-9 %tea-t&% e

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    Page !

    -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 : ITAATO

    PURLIN DESIGNATION : PURLINS 1

    SPECIFICATIONS:

    Type o !e"t#o$ : LCS,ape

    P%a"#$& o !a& 'o(! : MIDSPAN

    S%ope o 'oo#$& : 0=20

    Spa"#$& o t')!! : >=00 *

    Spa"#$& o p)'%#$! : 0=?

    3C C I3 I S3 S ASEP BSTRESS

    0=00 0=00 11=0 2=50 >=51 1=>5 1 ;;;

    RESULT:

    Mo*e$t

    M$4 1? N* Mt4 ;;; N*%e6)'a% !t'e!!

    64 2=2 Mpa F64 ;;; Mpa

    y4 =11 Mpa Fy4 ;;; Mpa

    #$te'a"t#o$ e8)at#o$ (e%e"t#o$

    y a%%o9 / 10

    a!e; 2 ;;; **

    =75.DL &o-e'$!

    y$ 4 ;;; ** @ ;;; FAILS

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    LL% +6#"!: N0*

    /L% +22"+# N0*

    ta%ge%ta$ $&ads@

    DLt 11"63 N0*

    LL% +"1+ N0*

    L&ad -ase B 1 DL

    /% 52"35 N0*

    /t 1#5":6 N0*

    L&ad -asse B 2 "65(DL/)

    /% 613":1 N0*

    /t 6"+# N0*

    M&*e%ts@

    2

    L&ad -ase B 1 M%/%(L)032

    M% 1+:" N*

    Mt/t.L2032

    Mt 2": N*

    L&ad -ase B 2

    M% 2##"6!

    Mt 22"33

    =$e?4a$ ste%gth@

    L&ad -ase B 1

    ',? +2"+2 MPa

    ',> ++"11 MPa

    L&ad -ase B 2

    ',? 56"2# MPa

    ',> 33"#: MPa

    -he-9 ' -&*a-t s => 23#

    02t' 12"5#

    16#0(=>)10 1#"65

    02t' ; 16#0s) -&*a-tFFF

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    =,?#"!!= 151": MPa

    =,>#"!#= 13: MPa

    -he-9 %tea-t&% e?

    3C C I3 I S3 S ASEP BSTRESS

    0=00 0=00 11=0 2=50 >=51 1=>5 1 ;;;

    RESULT:

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    Mo*e$t

    M$4 5> N* Mt4 11 N*

    %e6)'a% !t'e!!

    64 15=0 Mpa F64 ;;; Mpa

    y4 15=

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    2"LIE LOADS

    LL BBB 9Pa

    3"/IND LOADS

    desg% %ds@/L 6#+"## 9Pa

    %&*a$ $&ads@ /%

    DL% 5:"!6 N0*

    LL% +6#"!: N0*

    /L% +22"+# N0*

    ta%ge%ta$ $&ads@

    DLt 11"63 N0*

    LL% +"1+ N0*

    L&ad -ase B 1 DL

    /% 52"35 N0*

    /t 1#5":6 N0*

    L&ad -asse B 2 "65(DL/)

    /% 613":1 N0*

    /t 6"+# N0*

    M&*e%ts@

    2

    L&ad -ase B 1 Mt/t.L20#

    M% 52" N*

    Mt/t.L20#

    Mt 1#"! N*

    L&ad -ase B 2

    M% 61"3:

    Mt 6"+

    =$e?4a$ ste%gth@

    L&ad -ase B 1

    ',? 15"#: MPa

    ',> 15"!: MPa

    L&ad -ase B 2

    ',? 2#"3+ MPa

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    NTS

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    SX SY ASEP BSTRESS

    3"51 1"35 1 123"!#

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    SX SY ASEP BSTRESS

    3"51 1"35 1 123"!#

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    SX SY ASEP BSTRESS

    3"51 1"35 1 123"!#

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    TRUSS LOADING COMPUTATION LINK FROM PURLINS DESIG

    ENTER DATA: ON COLORED CELL

    design wind P 20.00 psf 958 PaHt of oof 2.20 ! Pn " P#2sin0

    (engt) of t*ss 5.00 ! +L " 88&.&9

    ATAN 0.,2

    ang(e -&.5 degees +L " 2,89

    )/p . ! DLtop " oofin

    sin 0 0. 1N%A

    2sin0 &.2 DLot " wt 3ei(i

    sin20 0.-- ,&8.2-3os 0 0.,5 LL " 4eti3a(

    1N%A

    spa3ing of p*(ins 0.0 !

    spa3ing of t*ss &.50 !

    2.00 !

    2.&& ! P top oi " #N/A

    .00 s6! Pot oin " 0.72

    .&, s6!

    ass*!ed t*ss wt ".5'.0,5 )o s*fa3e (%s6ft

    82.855 )o s*fa3e Pa

    3ei(ing (oad 5 psf 111 Pa

    Type o !e"t#o$ : LCS,ape

    S%ope o 'oo#$& : 0=

    Spa"#$& o p)'%#$! : 0=>0 *

    %oa(#$&!:

    +e#&,t o 'oo#$& : ;;; Pa

    otto!oint pane( (engt

    topoint pane( (engt)!

    otto!ti*ta/ aea

    topti*ta/ aea

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    e#%( !t'e$&t, o !tee% : ;;; Mpa

    Mo()%)! o E%a!t#"#ty : ;;; Gpa

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    $%#&' Pa

    Pa

    N

    'wt p*(ins'wt t*

    g'wt a3ing

    N

    N

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    ta,$es

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    Wind load:

    ND PRESSURE,P=Ce C! !" I

    /%d stag%at&% ess4e !"

    d ht" e?&s4e g4st -&e''-e%t Ce

    Pess4e -&e''-e%t C!

    I*&ta%-e 'a-t&I

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    Page 2:

    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% geat !## !## !##

    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 E1o")e C E1o")e B

    #5"## 1"+1 1"#: #"!3

    !"## 1"+5 1"13 #"!6

    6"## 1"+: 1"16 #"6#

    :"## 1"51 1"2# #"63

    "## 1"5+ 1"23 #"6!

    1#"## 1"5! 1"25 #"6:15"## 1"!5 1"35 #":

    2#"## 1"65 1"+! #":

    3#"## 1":6 1"!# 1"12

    +#"## 1"! 1"6# 1"23

    !#"## 2"# 1":! 1"+1

    :#"## 2"16 2"## 1"55

    1##"## 2"2! 2"# 1"!:

    .a$4es '& %te*edate heght a,&7e 5 *etes *a> ,e %te&$ated

    Ta-le 9 WIND SPEEDS 3;PH4

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    a4

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    DESIG H T/ T= A / C YC I IY S

    / 165 ? +#"2 165 165 6"5 11"# 51"21 +#"2# #"## #"## BBB :+"## 33#"##

    / 15# ? 31"5 15# 15# 6"# 1#"# +#"1+ 31"5# #"## #"## BBB 5!3"## 21"##

    / 15# ? 21"1 15# 1## !"# "# 2!":+ 21"1# #"## #"## BBB 151"## 13:"##

    / 15# ? 1+"# 15# 65 5"# 6"# 16":5 1+"## #"## #"## !!!"## +"5# ::":#

    / 125 ? 23": 125 125 !"5 "# 3#"31 23":# #"## #"## :+6"## 23"## 13!"##

    / 125 ? 13"2 125 !# !"# :"# 1!":+ 13"2# #"## #"## +13"## 2"2# !!"1#

    / 1## ? 16"2 1## 1## !"# :"# 21"# 16"2# #"## #"## 3:3"## 13+"## 6!"5#/ 1## ? "3 1## 5# 5"# 6"# 11":5 "3# #"## #"## 1:6"## 1+":# 36"5#

    I 2## ? 5#"+ 2## 15# "# 1!"# !+"1! 5#"+# #"## #"## BBB 653"## ++!"##

    I 2## ? 2!"# 2## 1## 6"# 1#"# 33"#! 2!"## #"## #"## BBB 13:"## 216"##

    I 1:# ? 23"! 1:# 1## !"# 1#"# 3#"#! 23"!# #"## #"## BBB 13:"## 1:!"##

    I 15# ? 3!"2 15# 125 :"5 1+"# +!"15 3!"2# #"## #"## BBB 3:5"## 235"##

    I 15# ? 16"1 15# 65 5"5 "5 21":3 16"1# #"## #"## :1"## 56"5# 1#"##

    I 1## ? 1!"1 125 65 5"5 "5 2#"+5 1!"1# #"## #"## 53:"## 56"5# :!"##

    I 1## ? 12" 1## 65 5"# :"# 1!"+3 12"# #"## #"## 2:1"## +6"3# 5!"2#

    C 1:# ? 21"+ 1:# 65 6"# 1#"5 26"2# 21"+# 2"13 #"## BBB 131"## 153"##

    C 15# ? 2+"# 15# 65 "# 12"5 3#"5 2+"## 2"31 #"## BBB 1+6"## 1+#"##

    C 15# ? 1:"! 15# 65 !"5 1#"# 23"61 1:"!# 2"2: #"## :!1"## 116"## 115"##

    C 125 ? 13"+ 125 !5 !"# :"# 16"11 13"+# 1"# #"## +2+"## !1":# !6":#C 1## ? "+ 1## 5# 5"# 6"5 11"2 "+# 1"5+ #"## 1::"## 2!"## 36"!#

    C 65 ? !" 65 +# 5"# 6"# :":2 !"# 1"2: #"## 65"3# 12"2# 2#"1#

    L 255?#?25? 255 # +"6 +"6 21"3+ 1!"65 BBB 32:"1# 1!1"25

    L 255?#?25? 255 # +"5 +"5 2#"+ 1!"# BBB 316"!# 155"26

    L 255?#?25? 255 # +"3 +"3 1"!+ 15"+2 BBB 3#!":# 1+"21

    L 255?#?25? 255 # +"# +"# 1:"35 1+"+# BBB 2#"1# 13"6

    L 255?#?25? 255 # 3"2 3"2 1+":5 11"!5 BBB 2+2"2# 11+"5#

    L 255?#?25? 255 # 2" 2" 13"51 1#"!1 BBB 223"## 1#+"!3

    L 22#?65?25? 22# 65 +"6 +"6 1:"2 1+"3! BBB 1"!# 116"#!

    L 22#?65?25? 22# 65 +"5 +"5 16"56 13"6 BBB 13"5# 112":3

    L 22#?65?25? 22# 65 +"3 +"3 1!":+ 13"22 BBB 1:6"3# 1#:"53

    L 22#?65?25? 22# 65 +"# +"# 15"65 12"3! BBB 166"5# 1#1"!L 22#?65?25? 22# 65 3"2 3"2 12"66 1#"#2 2#"# 1+"2# :3"62

    L 22#?65?25? 22# 65 2" 2" 11"!3 "13 :+2"6# 136"6# 6!"!1

    L 22#?65?25? 22# 65 2"! 2"! 1#"+: :"22 6!2":# 125"6# !"3+

    L 22#?65?25? 22# 65 2"3 2"3 "31 6"31 !:1"2# 113"2# !1"3

    L 2##?65?25? 2## 65 +"# +"# 1+"5 11"63 :+"5# 166"5# :"+!

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    L 2##?65?2#? 2## 65 3"2 3"2 11":1 "26 61!"2# 132"6# 61"!2

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    L 2##?6#?2#? 2## 6# +"5 +"5 15"66 12"3: 1"## 1+1"3# 1"1

    L 2##?6#?2#? 2## 6# +"3 +"3 15"12 11":6 ::+"6# 13!"# ::"+6

    L 2##?6#?2#? 2## 6# +"# +"# 1+"15 11"11 :32"1# 13#"1# :3"21L 2##?6#?2#? 2## 6# 3"2 3"2 11"+ "#2 !:5"3# 11#"1# !:"53

    L 2##?6#?2#? 2## 6# 2" 2" 1#"+6 :"22 !26"6# 1#1"# !2"66

    L 2##?6#?2#? 2## 6# 2"! 2"! "++ 6"+1 5!:":# 3"2# 5!"::

    L 2##?6#?2#? 2## 6# 2"3 2"3 :"3 !"5 5#:"5# :+"1# 5#":5

    L 2##?6#?2#? 2## 6# 2"# 2"# 6"3+ 5"6! ++!"# +6"!# ++"!

    L 2##?6#?2#? 2## 6# 1": 1": !"!3 5"2# +#5"## !:"1# +#"5#

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    L 1:5?5#?2#? 1:5 5# 3"2 3"2 "63 6"!+ +!+"5# ++"6# 5#"21

    L 1:5?5#?2#? 1:5 5# 2"3 2"3 6"13 5"!# 3+!"# 3+":# 36"5#

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    L 1:5?5#?2#? 1:5 5# 2"# 2"# !"2+ +"# 3#5"5# 31"## 33"#3

    L 165?5#?2#? 165 5# +"3 +"3 12"33 "!: 51"## 5+"2# 5"32

    L 165?5#?2#? 165 5# +"# +"# 11"55 "#6 +:"5# 51"# 55"+

    L 165?5#?2#? 165 5# 3"2 3"2 "+1 6"3: +#!"## ++"6# +!"+#

    L 165?5#?2#? 165 5# 2" 2" :"5: !"6+ 362"# +1"!# +2"!1

    L 165?5#?2#? 165 5# 2"! 2"! 6"65 !"#: 33:"6# 3:"3# 3:"61

    L 165?5#?2#? 165 5# 2"3 2"3 !"# 5"+1 3#3"!# 3+":# 3+"6#

    L 165?5#?2#? 165 5# 2"# 2"# !"#+ +"6+ 2!6"+# 31"## 3#"5!L 165?5#?2#? 165 5# 1": 1": 5"+! +"2: 2+2":# 2:"+# 26"65

    L 165?5#?2#? 165 5# 1"! 1"! +":6 3":2 216"!# 25"6# 2+":6

    L 15#?65?25? 15# 65 +"# +"# 12"5 1#"1! +5+"3# 166"5# !#"56

    L 15#?65?25? 15# 65 3"2 3"2 1#"53 :"2! 365"1# 1+"2# 5#"#1

    L 15#?65?2#? 15# 65 +"# +"# 12"55 ":5 ++3"2# 156"+# 5"1#

    L 15#?65?2#? 15# 65 3"2 3"2 1#"21 :"#1 3!!"3# 132"6# +:":+

    L 15#?!5?2#? 15# !5 +"# +"# 11"65 "22 +##"!# 1#!"2# 53"+1

    L 15#?!5?2#? 15# !5 3"2 3"2 "56 6"51 331":# #"2# ++"2+

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    32": 1 1+6"##

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    22"23 1 1+6"##

    2+"2# 1 1+6"##

    23"+5 1 1+6"##22"!: 1 1+6"##

    21"+6 1 1+6"##

    1:"## 1 1+6"##

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    Page 3:

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    Page 3

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    4$%s desg% &&d

    Page +#

    PROJECT : A TWO STOREY 6 UNITS APARTMENT

    LOCATION: B-12, L-21, GR-1

    OWNER : ESTELLITA RAYMUNDO

    SUBJECT : PURLINS DESIGN - WOOD

    Design Criteria: Design Loads:

    Heigh !" #$%% &'( 2)** Dead loads:

    Le+gh !" #$%% &'( )** G)I) R!!"i+g &P(S./i+g !" #$%% &'( 0)6 Lie !3% &P(

    Pi/h *)41524 Wind loads

    S./i+g !" .$#i+% &'( *)6*

    h) !" #!!" &'( 6)** C!'7i+e3 H), e8.!%$#e

    Wi+3 9!+e II

    E8.!%$#e /eg!# B

    I'.!#+/e "/!#) I 1)**

    M!3 !" e%i/i !" ;!!3 &G.( 4)6

    Yie3 %#e+gh !" ;!!3 &M.( 4)6 CeCqqsi =

    Trial section RESULTS SE!R "LE#URE

    Wi3h &''( De.h &''(4*)** 4)** LO!D C!SE S!"E$ "!ILS$

    M!'e+ !" i+e#i LO!D C!SE S!"E$ "!ILS$

    I8 1)4EN?'0( 4)5* T+ge+i ! Wt

    A!;) Be+3i+g %#e%% &M.( 10)**

    A!;) She# %#e%% &M.( 1)06 DL = ()*+(,((...

    M!3$$% !" e%i/i &G.( 4)6 LL = /)+*011//2//

    LO!D !N!L3SIS

    Load case Design Load Design s4e

    W+ &N?'( W &N?'( @ &N(

    1 D < L 54=)65 2=4)45 6=)54

    2 *)4& D

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    Page +1

    Y+ Y Y /$

    5 D < L 1*6)6 145)56 1)

    4 0)4& D

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    )****)**

    1,4**)**

    *)6

    *)*

    *0)4*

    DE"LECTION

    "!ILS$

    "!ILS$

    N?'

    N?'

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    r Design %o%ent

    @ &N( M+ &N-'( M &N-'(

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    002)5 1,11*)=4 02)0

    "5 allo; Re%ar

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    4$%s desg% &&d

    Page +3

    Y A!;

    2*)0 "!ILS$

    2*)0 "!ILS$

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    design of steel purlins

    Page 1

    PROECT : PROPOSED TWO STORE3 RESIDENTI!L >LDG*

    LOC!TION:

    OWNER :

    SU>ECT : DESIGN O" PURLINS

    CODE: NSCP 2++/

    Date: *1?2?14

    Gie+Heigh !" #$%% 2)** ')

    Le+gh !" #$%% 1*)4* ')

    S./i+g !" #$%% 1)2* ')

    S!.e !" #!!"i+g *)0 ')

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    Wi+3 9!+e II

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    Yie3 %#e+gh !" %ee 1*)** M.

    Sg #!3%: +!+eE+e# +!) 1)**

    Loads

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    Wi+3 !3% -

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    C!'7i+e3 H), e8.!%$#e 1)**

    *)60 2)**

    *)*

    CeC%i C4ec1,1=*)* P

    !llo;

    Trial section LC 65?3:?15?1"2

    Y+

    Weig4t = 2)* g?'

    = 4 '')

    > = 0 '') Y+

    T6 = 1)2 '')

    I7 = 1)6 C'0

    I5 = 5)6 C'0

    S7 = 5)= C'0

    S5 = 1)=2 C'0

    ? = 2*)4554 Deg#ee%

    N&

    Ta%g

    /%d stag%at&% ess4e!"

    G4st -&e''-e%t Ce

    Pess4e -&e''-e%t C!

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    design of steel purlins

    DL = 62)251066 N?'

    LL = 0=2)5556 N?'

    WL = 15)52 N?'

    DL = 20)1*==4=4 N?'

    LL = 15=)41*04= N?'

    LO!D !N!L3SIS @O@ENTS

    Load case Wn 9NA% Wt 9NA% @n 9N-% @t 9N-%

    D < L 545)0 10)20 1)4 01)1

    *)4& D