Ground Floor
S-1 S-2 S-$ S- S-! S-% S-&
Short Side (m) ! ! $
Dimension Long Side (m) ! ! ! ! ! !
'otal Ground Floor Area
Area (m2) 2" 2" 2! 2" 2" 2! 12
MinimumDesi Occupancy #asic Floor Area #asic Floor Area #asic Floor Area #asic Floor Area #asic Floor Area #asic Floor Area #asic Floor Area
12 Second Floor
S-1 S-2 S-$ S- S-! S-% S-&
Dimension ShortSide LongSide ! ! ! ! ! 1! ! ! $ 'otal Second Floor Area 'otal Floor Area
Area 2" 2" 2! 2" % 2! 12 12+ 270
MinimumDesi Occupancy #asic Floor Area #asic Floor Area #asic Floor Area #asic Floor Area #asic Floor Area #asic Floor Area *terior #alcony
n Load Li,e Load 1 ./a 1 ./a 1 ./a 1 ./a 1 ./a 1 ./a 1 ./a
n Load Li,e Load 1 ./a 1 ./a 1 ./a 1 ./a 1 ./a 1 ./a 2 ./a
JOIST DESIGN
Sla0 S-1 S-2 S-$ S- S-! S-% S-&
length (s) ! ! $
length(l) ! ! ! ! !
SheathingD spacing(s) " " " " " " "
3oist (le4t) " 1" 1" 1" " 1" 1" 1" + +
eight due 3oist (right) 1" 1" 1" " 1" 1" 1" " + "
BEAM DESIGN
F-#1 F$-#1 F2-#1 F1-#1 F-#2 F$-#2 F2-#2 F1-#2 FD-#2 F-#1
Length (m) ! ! ! ! ! ! ! !
FA-#1 FA-#2 FA-#$ F#-#1 F#-#2 F#-#$ FD-#1
! !
FD-#$
!
#eams
imensions (m) panel(t) ""1% ""1% ""1% ""1% ""1% ""1% ""1%
panel(5) "% "% "% "% "% "% "%
to 3oists and Floor Sheathing (l-6oist) (r-6oist) " !%+ !%+ !%+ !%+ $%%! $%%! " " !%+ !%+ !%+ !%+ $%%! $%%! " " 2"1&+% 2"1&+% "
9uantity 1 1 1& 1 1 1& 1"
esultant (.7 !%+ +1+$%+ ++!%11$ $%%! !%+ +1+$%+ ++!%11$ $%%! 1%1$1&!2 1%1$1&!2
:(.7;m$) %+%& %+%& %+%& %+%& %+%& %+%& %+%&
eight due to p Mpa DL ./a &+" "&%1 &+" "&%1 &+" "$$ &+" "&%1 &+" "&%1 &+" "$$ &+" "!
O W (kN/m) A(5all) m2 (opening) m 8.9189368 1% " 17.8378736 7 17.7122268 7 8.79329 1% " 8.9189368 1% " 17.8378736 7 17.7122268 7 8.79329 1% " 4.0357938 7 4.0357938 12+ "
5ithout 6oists
7O 3O8S'
12+ 12+ 1%
2 $&% !$
12+
"
12+
2%
1%
!$
7 7
anels LL ./a 1 1 1 1 1 1 1
eight due to .7;m (5all) L h 1"%&% 1"%&% " 11$$% ! 1"%&% !! 1"%&% " 11$$% ! "&& "
Studs s $2 $2 $2 $2 $2 $2 $2
0 "% "% "% "% "% "% "%
d ""! ""! ""! ""! ""! ""! ""!
"1 "1 "1 "1 "1 "1 "1
eight alculation
ening Area(m2) 1% alls alls 1% 1% alls alls 1% alls 12+
1"+ " 1"& alls 12+ alls +! 1"&
eight due to Studs 0(m) d(m) :(.n;m$) ""! "1 %+%& alls 7o alls 7o ""! "1 %+%& ""! "1 %+%& alls 7o alls 7o ""! "1 %+%& alls 7o ""! "1 %+%&
= 1""
h(m) $2
s(m) "%
1"" 1""
$2 $2
"% "%
1""
$2
"%
1""
$2
"%
+$&! &"%2! %%+&!
$2 $2 $2
"% "% "%
""! ""! ""!
"1 "1 "1
1""
$2
"%
""!
"1
%%&1+&!
$2
"%
""!
"1
%+%& %+%& %+%& alls 7o %+%& alls 7o %+%&
%%+&!
$2
"%
""!
"1
%+%&
: %+%& %+%& %+%& %+%& %+%& %+%& %+%&
9uantity & " 1" " "
eight due to 8nterior h t "&%1" $2 ""2 " $2 ""2 "1&&& $2 ""2 "2&%+ $2 ""2 " $2 ""2 "1&&& $2 ""2 " $2 ""2
alls (ood>#ayo.) ? : " $1% "2&%2! " $1% "2&%2! " $1% "2&%2! " $1% "2&%2! " $1% "2&%2! " $1% "2&%2! " $1% "2&%2!
eight due to *terior alls (ood>#ayo antity (ps (i) .7 (kN/m) h (m) t (m) ? (.g;m$) (.7;m$)(i) .7;m "++++ 0.19777 $2 ""2 " $1% "2&%2! 7o alls 7o alls "++++ 0.19777 $2 ""2 " $1% "2&%2! "++++ 0.19777 $2 ""2 " $1% "2&%2! 7o alls 7o alls "++++ 0.19777 $2 ""2 " $1% "2&%2! 7o alls & "&%1" 0.19228 $2 ""2 " $1% "2&%2!
& &
"%+$2 0.16223 "!$1+ 0.13579 "%%122 0.13226
$2 $2 $2
"% "% "%
"12 "12 "12
"%
""! "1 ""! "1 ""! "1 7o alls ""! "1 7o alls ""! "1
&
"&%1" 0.19228
$2
"%
&
"!1$1$& 0.12828
$2
"%%122 0.13226
$2
"%
""!
"12
"1
"12 "12
WT 211$" 1$$ 1%"&% 1%1+% 1$$ 1%"&% 12!%"
Design/arameters @.7 M.7m 0mm 22%" 22%" 1"" 2%+&+ 2%+&+ 1"" "1" !"2$& 1"" $2$&1 $2$&1 1"" 2%+&+ 2%+&+ 1"" "1" !"2$& 1"" 1++" 11$" 1""
)
'otal (kN/m) T (kN/m 0.27625 9.39296 17.8379 17.7122 0.27625 9.26731 0.27625 9.39296 17.8379 17.7122 0.27625 9.26731 4.03579 0.27625 4.50432
0.162 0.32423 0.1356 0.27139 0.1284 0.26066 0 0.192 0.38428 0 0.1281 0.25638
#ending F0Mpa d(mm) 2! 1"1&$1+ 2! +11$1! 2! 11"1+% 2! +"$&% 2! +11$1! 2! 11"1+% 2! !++2!1
Design/arameters @(.7) M(.7m) 0(mm) 2$+2$ 2$!2+&! $"" !%+ !!&$$!! $"" 2+"!%& !!$!"&"++ $"" 2$1%+2&$ 2+%"$1$ $"" 2$+2$ 2$!2+&! $"" !%+ !!&$$!! $"" 2+"!%& !!$!"&"++ $"" 2$1%+2&$ 2+%"$1$ $"" +"&1!+&% +"&1!+&% $"" ""+%$++ ""+%$++ $""
"%+%!&! "!2&++! "%!1%%"! " "&%+!!2 " "!12&%+2
(Mpa) &+" &+" &+" &+" &+" &+" &+" &+" &+" &+"
"%+%!&! "!2&++! "+1!!&!% " "&%+!!2 " "!12&%+2
2"" 2"" 2"" 2"" 2"" 2"" 2""
&+" &+" &+" &+" &+" &+" &+"
0.1284 0.26066 "%!1%%"! "+1!!&!%
2""
&+"
Shearing Deection F,(Mpa) d(mm) B(a)(mm) d 2 2!"2 111111 1!&+"+$ 2 1!&1 111111 1!&+"+$ 2 21+2& 1$+++ 2"12$% 2 21"1+ 111111 1!&+"+$ 2 1!&1 111111 1!&+"+$ 2 21+2& 1$+++ 2"12$% 2 12$ +$$$$ 11!"1&
A d 170 170 220 170 170 220 130
All adjustm
Design #ending Shearing Deection F0 (Mpa) d(mm) F, (Mpa) d(mm) B(a)(mm) d(mm) 2! 1!&!2 2 12! 1$++++ 2+2$!2!+ 2! 21$$1+ 2 12! 1$++++$ %!""2% 2! 212!%!++ 2 12! 1$++++$ ++$11""& 2! 1!$&!%%1 2 12! 1$++++2 +1"+&+2" 2! 1!&!2 2 12! 1$++++ 2+2$!2!+ 2! 21$$1+ 2 12! 1$++++$ %!""2% 2! 212!%!++ 2 12! 1$++++$ ++$11""& 2! 1!$&!%%1 2 12! 1$++++2 +1"+&+2" 2! +11&2& 2 12! 11111111 &"&2+ 2! +!&!!1$ 2 12! 11111111 &%+"$$%$&
2! 2! 2! 2! 2! 2! 2!
2+1&+&1 2!&+"%2! $1!+11% " $"%&&" " 2!"!&!2!
2 2 2 2 2 2 2
1+%&! 1+%&! 1+%&! 1+%&! 1+%&! 1+%&! 1+%&!
1111111+ 1111111& 1$++++ 1111111 1111111+ 1$++++ 1111111&
1"!2 $$!&&+ &+!$&&$! " "%1!%&2 " &+!22!%
2!
$1!+11%
2
1+%&!
1$++++ &+!$&&$!
6ustment Factors
ent factors are equal to 1
d (mm) $"" $%" $%" $"" $"" $%" $%" $"" 1" 1"
Ad6ustment due to Slenderness le s . FC0 &%+ 112%2 1%2"$ 22+"!$!+ &%+ 112%2 1%2"$ 22+"!$!+ % 1!$2&2 1%2"$ 121!!"2! &%+ 112%2 1%2"$ 22+"!$!+ &%+ 112%2 1%2"$ 22+"!$!+ % 1!$2&2 1%2"$ 121!!"2! !&% +%!$$2$ 1%2"$ 2$+$!&2!%
Stress Ad6ustment Ad6ustment due to Slenderness Ad6ustm le(m) s . FC0(Mpa) 4 % !%!%+! 1%2"$ 2! 1 % %1%&&$ 1%2"$ 2! "&!+% % %1%&&$ 1%2"$ 2! "&!+% % !%!%+! 1%2"$ 2! 1 % !%!%+! 1%2"$ 2! 1 % %1%&&$ 1%2"$ 2! 1 % %1%&&$ 1%2"$ 2! "&!+% % !%!%+! 1%2"$ 2! 1 &%+ "2%!&+ 1%2"$ 2! 1 &%+ "2%!&+ 1%2"$ 2! 1
" +" 1"" 2" " 2" +"
&%+ &%+ % &%+ &%+ % &%+
1!%22 1%2"$ $11+ 1%2"$ ++& 1%2"$ 1!!2 1%2"$ 1!%22 1%2"$ 21"+ 1%2"$ $11+ 1%2"$
2! 2! 2! 2! 2! 2! 2!
11!+1$+ 112+$"% 1$!1"%%&! 11$1$!$1 1$!1"%%&! 11!+1$+ 112+$"%
1""
%
++& 1%2"$
2!
112+$"%
ne5 222& 1%"% 1&!+& 1&$!$ 1%"% 1&!+& 1$!$
#ending M !! 221$ !!+ $&"% 221$ !!+ 1!1$
ntduetoSieFactor FC0 (Mpa) !" (M#$) 2! 24.5 2""+%&$% 24.008674 2""+%&$% 24.008674 2! 24.5 2! 24.5 2! 24.5 2""+%&$% 24.008674 2! 24.5 2! 24.5 2! 24.5
40 2!+ %"% %+1$" &2"! %"% %+1$" !$&$1
ne5 1""1"+% 1+!&!"% 1+!$+%2+ ++!$$2 1""1"+% 1+!&!"% 1+!$+%2+ ++!$$2 2&212+ +!&$+
Shearing @ !! 221$ $%% $&"% 221$ $%% 2"1&
4, "$$! "2!&+ "2+ "$"%2 "2!&+ "2+ "2$2+
8n,estigation #ending M 40
2+$&!&2 2&%+"+!+% $$1"11$! 2+""%+1! $$1"11$! 2+$&!&2 2&%+"+!+%
24.5 24.5 24.5 24.5 24.5 24.5 24.5
"&+$++&! "+!%&+ $$1&$2! "$+12%%2! "&%2!$ $!&$&& "$&+2 12$&! $&$12$! ""2&%+ ""!$% 12"2 "!"&++2 1"1!&% $&%2"+ ""2&%+ ""+!+$+ %$&+1$ "$%%2!%1 "&$2!12 $$$%!1
%k %k %k %k %k %k %k
"+!%&+ "&%2!$ "% ""!$% 1"1!&% ""%+%& "&$2!12
2&%+"+!+%
24.5
"$&+2 12$&! $&$12$!
%k
"%
Deection B
Shearing Deection 4,
""&% ""&1++ ""&%2! ""2"%"1 ""+%& ""2!&!1 ""%+%&$
%k %k %k %k %k %k %k
12!%2&& 1!22+2% 1+&"%& &"21&2 12&1 1&122& 1%2+&1
%k %k %k %k %k %k %k
""&%2!
%k
1+&"%&
%k
WOOD (&$k$') OETI F0 F, ? :
BEAM DESIGN
F-#1 F$-#1 F2-#1 F1-#1 F-#2 F$-#2E F2-#2E F1-#2 F-#1 FD-#2 F-#1
FA-#1 FA-#2 FA-#$ F#-#1 F#-#2 F#-#$ FD-#1 FD-#$ *Beams acting as
S
JOSID T ESIGN 2! 2 &+" "& %+%&
Length (m) ! ! ! ! ! ! ! !
! ! ! Girders
M/a M/a M/a .g;m$ .7;m$
3oist (le4t) " 1" 1" 1" " 1" 1" 1" " + +
Sla0 S-1 S-2 S-$ S- S-! S-% S-&
length (s) ! 1! ! $
eight due to 3oists and Floor Sheathing 3oist (right) (l-6oist) (r-6oist) 1" " 2+!21+ 1" 2+!21+ 2+!21+ 1" 2+!21+ 2%!+$ " 2%!+$ " 1" " 2+!21+ 1" 2+!21+ " 1" " 2%!+$ " 2%!+$ " + " "+%&!! + "+%&!! 2+1%&!% " 2+1%&!% "
7O 3O8S'
length(l) ! ! ! ! !
Sheathing Dimensions (m) spacing(s) panel(t) " ""1% " ""1% " ""1% " ""1% " ""1% " ""1% " ""1%
W (kN/m) 5.704396 11.408792 14.297562 8.593166 5.704396 5.704396 8.593166 8.593166 1.7394891 7.3729803 5.6334912
panel(5) "% "% "% "% "% "% "%
ne5 (.7;m) %!+2& 11&!$ 1++ !& %!+2& %1!"+ 1"+2 !& 2"&" &&%&+ %21
%$"""& "2$2 "!11% "1&1& ""& "1&1& "$"& "+12
A(5all) m2 1
Openi A(opening) m2 " 7o a
7o a 1 1
1! " 7o a 7o a
1 112
1! "
%
"
112 112 1
$ 22! "&!
112
"
112 1
2 2
7o a
7o a 7o a
9uantity 1 1 1& 1 ! 1& 1"
:(.7;m$) %+%& %+%& %+%& %+%& %+%& %+%& %+%&
(Mpa) &+" &+" &+" &+" &+" &+" &+"
ood /roperties DL (./a) LL (./a) "&%1 1 "&%1 1 "$$ 1 "&%1 1 "2&& 1 "$$ 1 "! 2
eight alculation per Area
ng Area (m2) 1
= 1""
(m) h 2+ ls
(m) s
(m) 0 "%
""!
12! 1
ls +2+!&12+% 1"" ls
2+ 2+
"% "%
""! ""!
2+ 2+
"% "%
""! ""!
1!
"%
""!
2+ 2+ 2+
"% "% "%
""! ""! ""!
2+
"%
""!
2+ 2+
"% "%
""! ""!
lls 12! 112 %
+2 +! 1$2! 112 2 12
+2+!&12+% 1"" ls 1""
&$212+!&1 &1"&12+% %2+!&1$ ls 1"" ls +212+!&1$ +!&12+!&1
eight alculation (.7;m) 1"%&% 1"%&% 11$$% 1"%&% "+% 11$$% 1$&&
L(5all)m " ! % + " $
eight due to Studs d (m) : (.n;m$) "1 %+%& 7o alls
h(m) 2+ 2+ 2+ 2+ 2+ 2+ 2+
eight due to Studs s(m) 0(m) "% ""! "% ""! "% ""! "% ""! "% ""! "% ""! "% ""!
9uantity (psc)
(i) .7 "+%!22
W (kN/m) 0.1730484
7o alls "1 "1
%+%& %+%&
"&&2!$&! 0.1545075 "+%!22 0.1730484
%+%& %+%&
&
"&&2!$&! 0.1545075 "%&2%% 0.1682415
"1
%+%&
&
"$%"!1&! 0.09012938
"1 "1 "1
%+%& %+%& %+%&
& &
"2&"&2! 0.12317681 "!$&&&1 0.13444298 "+1+++&! 0.16377795
%+%&
&
%+%& %+%&
&
7o alls 7o alls "1 "1 7o alls
7o alls "1
"%&2%%
0.1682415
7o alls "1 "1
"!!2&$! 0.13819838 "&1%$% 0.1483272
d(m) "1 "1 "1 "1 "1 "1 "1
h(m) 2+
:(.7;m$) %+%& %+%& %+%& %+%& %+%& %+%& %+%&
9uantity(pcs) " 1" 1 " 1! !
eig (.7) " "21%$1"! "122&% "$$%+$ " "2++1 "1%"2$
eight due to *terior alls (ood># t(m) ?(.g;m$) :(.7;m$) ""2 " $1% 7o alls
2+ 2+
""2 ""2
2+ 2+
""2 ""2
1!
""2
2+ 2+ 2+
"% "% "%
2+
"%
2+ 2+
"% "%
7o " " 7o 7o " " 7o "
alls $1% $1% alls alls $1% $1% alls
""! ""! ""! 7o alls ""! 7o alls ""! ""!
$1%
"1 "1 "1 "1 "1 "1
t due to 8nterior alls (ood>#ayo.) h(m) t(m) ?(.g;m$) 2+ ""2 " 2+ ""2 " 2+ ""2 " 2+ ""2 " 2+ ""2 " 2+ ""2 " 2+ ""2 "
yo.) (i) .7;m "21&1+
W (kN/m) 0.2417184
'otal WT (kN/m) 6.1191628 11.408792
:(.7;m$) $1% $1% $1% $1% $1% $1% $1%
(.7;m) "21&1+ "21&1+ "21&1+ "21&1+ "21&1+ "21&1+ "21&1+
Design /arameter @(.7) M(.7m) 1!2&"& 1122$+$&! 2+!21+ $!%!2&!
"21&1+ "21&1+
0.21582 0.2417184
"21&1+ "21&1+
0.21582 0.2417184
"122
0.129492
"1%+ "1%+ "1%+
0.123 0.13425 0.159
"1%+
0.168
"1%+ "1%+
0.138 0.144
14.297562 8.9634935 6.1191628 5.704396 8.593166 8.9634935 2.149449 7.3729803 5.853112575
0.246176813 0.268692984 0.32277795 0 0.3362415 0 0.276198375 0.2923272
$!&$"! 22"+&$$&! 1!2&"& 1&%$"&$%1 2+!2%%11 22"+&$$&! 2+++ 1&!%"% 11&"%22!1!
%&++12! 2+"1"1&1 1122$+$&! 1!!22!+ 2!2$%1 2+"1"1&1 2+++ 1&!%"% 11&"%22!1!
"2$!$%2! "2$!$%2! "!$&$+!% "!$&$+!% "+"%+&! 1""+%+1" " " "%&2+$ "%&2+$ " " "!!2$%&! "!!2$%&! "&$"+1+ "1$!22!
WT (kN/m) 1$" 1!2!& 1!%&% 1%!+ 1111% 1%%$& 1&+1&
@(.7) 2%1+& $"!1$ $1+ $21& "+$$& 1!2 2%&2!
Design/arameters M(.7m) 0(mm) 2%1+& 1"" $"!1$ 1"" ++% 1"" $21& 1"" "$12% 1"" !11 1"" 2"" 1""
#endi F0(Mpa) 2! 2! 2! 2! 2! 2! 2!
Design /arameters
s 0(mm) 2!" 2!"
(Mpa) &+" &+"
#ending F0(Mpa) 2! 2!
Shearing d(mm) F,(Mpa) 1$%+%!$&!! 2 1+%++1&& 2
2!" 2!" 2!" 2!" 2!" 2!" 2!" 2!" 2!"
&+" &+" &+" &+" &+" &+" &+" &+" &+"
2! 2! 2! 2! 2! 2! 2! 2! 2!
2"2"+12% 1%!%+"1&+ 1$%+%!$&!! 12$$1$2&1! 1!$%1& 1%!%+"1&+ %+$2%! 12"1+&& 1"&"+!!+!
2 2 2 2 2 2 2 2 2
2!" 2!" 2!" 2!" 2!" 2!" 2!" 2!"
&+" &+" &+" &+" &+" &+" &+" &+"
2! 2! 2! 2! 2! 2! 2! 2!
21%1!%% 22$+2"& $1$$"% " 2!%%%2+"+ " 2$2%2"!+1 21!$1$1
2 2 2 2 2 2 2 2
Design g d(mm) +""+2 +%% 1"!21 +&+% 2&%&"1 112+$&+ &""%2
d(mm) 1 1
F,(Mpa) 2 2 2 2 2 2 2
Shearing d(mm) 1%" 212%" 21!!$ 22"+!% 1+1!" 222"!" 22&"
Deection B(a)(mm) d(mm) 111111 1!&+"+$ 111111 1!&+"+$ 1$+++ 2"12$% 111111 1!&+"+$ 1%%& !!2&1 1$+++ 2"12$% +$$$$ 12+1+!
Deection B(a)(mm) d(mm) d (mm) 1$++++++++ 2%"1"1%! 270 1$++++++++ $2"1$$2& 330
le (m) % %
1 1 1 1 1 1 1 1 1
1$++++++++ 1$++++++++ 1$++++++++ 1$++++++++ 1$++++++++ 1$++++++++ 11111111111 11111111111 11111111111
$!1&++1 2!$++2 2%"1"1%! 2!""121% 212&$+1 2!$++2 1%+1!" 22122&+$ 2"!"2$$&
350 310 270 260 300 310 150 230 210
% % % % % % &%+ &%+ &%+
1 1 1 1 1 1 1 1
11111111111 11111111111 1$++++++++ 11111111111 11111111111 1$++++++++ 11111111111 1$++++++++
&1$""11! &$1"+"!2 &!+1+1%+ " &1"++$" " &"++"% $&+&%&$
90 90 110 100 90 100 90 110
&%+ &%+ % &%+ &%+ % &%+ %
Other Ad6ustments d (mm) 170 170 220 170 70 220 140
All adjustments factors are equal to 1.0
Stress Ad6ustment
d6ustment due to Slenderness s . %$ 1%2"$ &11% 1%2"$
FC0 (Mpa) 2! 2!
Ad6ustment due 4 1"11+ "+!
&$$21 %"" %$ %$1! %&++2 %"" 2$$ !$1%2 !"&+
1%2"$ 1%2"$ 1%2"$ 1%2"$ 1%2"$ 1%2"$ 1%2"$ 1%2"$ 1%2"$
2! 2! 2! 2! 2! 2! 2! 2! 2!
"+$" "% 1"11+ 1"""" 1"""" "% 1"""" 1"""" 1""""
$$2!! $$2!! 11"! $!"! $$2!! $12 $$2!! 11"!
1%2"$ 1%2"$ 1%2"$ 1%2"$ 1%2"$ 1%2"$ 1%2"$ 1%2"$
2! 2! 2! 2! 2! 2! 2! 2!
11$1 11$1 111& 112+ 11$1 112+ 11$1 111&
Stress Ad6ustments (m) le &%+ &%+ % &%+ 2++ % !&%
Ad6ustment due to Slenderness s . 112%2+! 1%2"$"!2%% 112%2+! 1%2"$"!2%% 1!$2&21& 1%2"$"!2%% 112%2+! 1%2"$"!2%% ++++% 1%2"$"!2%% 1!$2&21& 1%2"$"!2%% +&&&&2+ 1%2"$"!2%%
FC0 (Mpa) 22+"!$!+1& 22+"!$!+1& 121!!"2%& 22+"!$!+1& 2!1+2! 121!!"2%& 2$&2!++&1&
M (.7m) 2"!&" $&22 %!!&% 2%&" 2"!&" 22+12& 2+%$1 $1!&$ +1$ 1!!$!& 122&$
"+"1 "+% 1!++ "$$ "+1! "!$%! "+%1 1!"$&
o Sie Factor FC0 (Mpa) 2&++! 221
!" (M#$) 24.5 24.2419135
2"+$ 21" 2&++! 2!""" 2!""" 21" 2!""" 2!""" 2!"""
24.0839409 24.4109012 24.5 24.5 24.5 24.4109012 24.5 24.5 24.5
2+""%+ 2+""%+ 2&$+$ 2&%+" 2+""%+ 2&%+" 2+""%+ 2&$+$
24.5 24.5 24.5 24.5 24.5 24.5 24.5 24.5
ne5 12%1 1%2 1&1+% 1&%2% 11!& 1+1+ 1+&&+
#ending M 2+!22 $2++ !$&"& $!2!2 "$2%2 !%&12 2112%
40 !21! %+1& %%!& &$1+& $$& &"$" %%&"
8n,estigation Shearing
8n,estigation ending 40(Mpa) %&&2$ +2&! 121! &1"+ %&&2$ +"2 &!"2 &+1" !1$ &"+$ %&%$1
@(.7) 1%!%& 2$+$ $&2%1 2$&$2 1%!%& 1+&%% 2%1"2 2$&$2 +1$ 1!!$!& 122&$
Shearing 4,(Mpa) "$%!& "!$ "%$+! "!! "$%!& "$2% "!22+ "!! "12% ""!$ "$!!1
2$& 2!"& $1&12 "+2" 2"+1 12+&%
%k %k %k %k %k %k
"+"1 "+% 12&1 "$$ "+1! "22
""!$ ""!% ""%+ ""2"% ""%! ""2!+
%k %k %k %k %k %k
2!!2$ 2+2!
%k %k
"+%1 12"2
""!& ""%!%
%k %k
4, "2!1& "2++ "22 "$11" "1+% "$"$ "$"1+
Deection B (mm)
+2" &$ 1!$!2 2+"+% 11"1$2 %+!%
%k %k %k %k %k %k
%%!& 1$1
%k %k
Deection B 11+&2" 1$%&2& 1%11%& 1%&$2 2&$! 1&"1+$ ++!%"
ritical 'russ '<SS Length 1"
'russ Mem0er A# #D DF A G 3H I8 FG D F8 3L 3I IF HL 8H G8 # D IH F
/
L 22%%11
Sheathing ""+%$2+
0 &! &!
d 1"" 1""
A*ial !%&+ 21
Direction
Fc 1!+ 1!+
&! &! &! &! &! &! &! &! &! &! &! &! &! &! &! &! &! &! &!
1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1""
$++%! "!1 $%+ 2+$&1 !&1% $! 2%"$ &!% 12&+& !%&+ 21 $++%! "!1 $%+ 2+$&1 !&1% $! &!% 12&+&
' ' ' ' ' '
1!+ 1!+ 1!+ 1!+ 1!+ 1!+ 1!+ 1!+ 1!+ 1!+ 1!+ 1!+ 1!+ 1!+ 1!+ 1!+ 1!+ 1!+ 1!+
ADS ind Load
eiling "1$&$
FcC &%$"2%!$ &%$"2%!$
/;A %"" !+++
&%$"2%!$ &%$"2%!$ &%$"2%!$ &%$"2%!$ &%$"2%!$ &%$"2%!$ &%$"2%!$ &%$"2%!$ &%$"2%!$ &%$"2%!$ &%$"2%!$ &%$"2%!$ "1%!+1+% "1%!+1+% "1%!+1+% "1%!+1+% "1%!+1+% "1%!+1+% "1%!+1+%
!1+2 !$$%%& $12 $&+2+ "&%21$$$ 12!2%%%& "$&"%%& "%$1$$$ 1&"$$$ %"" !+++ !1+2 !$$%%& $12 $&+2+ "&%21$$$ 12!2%%%& "%$1$$$ 1&"$$$
OHJ OHJ OHJ OHJ OHJ OHJ OHJ OHJ OHJ OHJ OHJ OHJ OHJ OHJ OHJ OHJ OHJ OHJ OHJ
<SL'S orner Load Mid 'russ Mid eiling $++"!&+% +$11+11!&$ "1!%
*+INS
'<SS D'A8LS
'russ
1 2 $ ! % &
'russ Ieight
'russ #ase
'russ Length
Slope
2!" 2!" 2!" 2!" 2!" 1!" 1!"
1""" 1""" 1""" 1""" 1""" "" ""
1!" $"" $"" $!" 2"" 1!" 1!"
"!" "!" "!" "!" "!" "&! "&!
'russ Iypo !!"2 !!"2 !!"2 !!"2 !!"2 2!""" 2!"""
/
K(degrees) 2%!& 2%!& 2%!& 2%!& 2%!& $%+& $%+&
0(mm) 1!""" 1!""" 1!""" 1!""" 1!""" 1!""" 1!"""
d(mm) 1"""" 1"""" 1"""" 1"""" 1"""" 1"""" 1""""
spacing (mm)
*-spacing
"" "" "" "" "" "" ""
"$!&+ "$!&+ "$!&+ "$!&+ "$!&+ "$2"" "$2""
8
8
12!""""" 12!""""" 12!""""" 12!""""" 12!""""" 12!""""" 12!"""""
2+12!""" 2+12!""" 2+12!""" 2+12!""" 2+12!""" 2+12!""" 2+12!"""
Dead /urlin Sel4-eight : (.7;m$) (M/a) (.7;m) %+%&" %+%&" %+%&" %+%&" %+%&" %+%&" %+%&"
&+" &+" &+" &+" &+" &+" &+"
"1"$" "1"$" "1"$" "1"$" "1"$" "1"$" "1"$"
LOADS @ertical
Sl
Load
2" 2" 2" 2" 2" 2" 2"
""$" ""$" ""$" ""$" ""$" ""2&% ""2&%
Li,e Load
T%,$'
(LL)./a (LL).7;m "&!"" "&!"" "&!"" "&!"" "&!"" "&""" "&"""
"2%+$ "2%+$ "2%+$ "2%+$ "2%+$ "22" "22"
87 L(./a)
0.4022 0.4022 0.4022 0.4022 0.4022 0.3546 0.3546
1+""" 1+""" 1+""" 1+""" 1+""" 1+""" 1+"""
LOAD OM/O77'S
ping D LOAD
7O
'A7G7'8AL
W+(kN/m)
-L(.7;m)
DLNLL
'otal
-L(.7;m)
F,
0.7200 0.7200 0.7200 0.7200 0.7200 0.7200 0.7200
"%" "%" "%" "%" "%" "!&%" "!&%"
""22 ""22 ""22 ""22 ""22 "$!% "$!%
1"%2 1"%2 1"%2 1"%2 1"%2 "$"% "$"%
"$22" "$22" "$22" "$22" "$22" "$2" "$2"
2"" 2"" 2"" 2"" 2"" 2"" 2""
DS8G7 /A
#ending
@*
@y
F0
M*
My
"21! "+$" "+$" "!%$! "$22" "$2" "$2"
"&+& 1!%$ 1!%$ 1+$" 1"%2 "%+" "%+"
2!""" 2!""" 2!""" 2!""" 2!""" 2!""" 2!"""
"""% "$%22 "$%22 "$1 "1%1" "121! "121!
"22 11&&" 11&&" 1%"2" "!2$1 "2%1& "2%1&
(mm) B 1%%& +$$$$ +$$$$ &222 !!!!% 1%%& 1%%&
All adjus
S'<SS AD3S'M7'S
Other Ad6ustments
Stress Ad6ustments Ad6ustment due to Slenderness le(m) s . FC0(Mpa)
ments factors are equal to 1.0
2++ !&% !&% %&2 $+ 2++ 2++
$!&&&" !"!% !"!% !%!" 1$11+2 $!&&&" $!&&&"
7one 7one 7one 7one 7one 7one 7one .
1%2"$ 1%2"$ 1%2"$ 1%2"$ 1%2"$
2! 2! 2! 2! 2! 2! 2! FC0(1)
2!""" 2!""" 2!""" 2!""" 2!"""
1%2"$ 2!"""
87@S'8GA'8O7
4@'
Shearing 4@7
4@
40'
#ending 407
40
""21 ""+$ ""+$ ""!%$ ""$22 ""$2 ""$2
""&+! "1!% "1!% "1+$1 "1"% ""%+ ""%+
""+21 "1%2 "1%2 "11% "1"! ""&&" ""&&"
OHJ OHJ OHJ OHJ OHJ OHJ OHJ
"$%22 1" 1" 1&22 "%" "+%" "+%"
"&+& $1$+% $1$+% 2&2" 1$ "%+" "%+"
11% !+&% !+&% %22 2"$+ 11+" 11+"
FC0(2)
FC0($) $$%! 1%&$2& 1%&$2& 1$2! $$%!
2+"! 222$% 222$% 2$$2 2+"!
2+"! $$%!
B' (mm)
OHJ OHJ OHJ OHJ OHJ OHJ OHJ
"1&$% 2&&& 2&&& !1%! "!+& "2$2 "2$2
Deection B7 (mm) B (mm) "2!"& "11! "11! &$1+ "&2 "22$" "22$"
"$"!" +&! +&! "$+ "%$+ "$22! "$22!
OLM7
1st - 2nd F
2nd F -
1 2 $ ! % & + 1" 11 12 1$ 1 1! 1% 1& 1+ 1 2" 21 22 2$ 2 2! 2% 2& 2+
<A'8O7S OF #AMS (.7) /1 /2 /$ / 1%!%&1 "+"1$% "+"1$% 2$+$ "+%"1 "+%"1 $&2%"% 12&"!1 12&"!1 2$&$22 1%!%&1 1%!%&1 "$$$! "$$$! 2$+$ 1!$&%++ "+1+ "+1+ $&2%"% 22&&"+ "21++ "21++ 2$&$22 2$&$22 1%!%&1 "+%112 "+%112 1!$&%++ " "+1+ "+1+ 22&&"+ " 12"22 12"22 2$&$22 122&2% 122&2% "%+%& "!$% "!$% "%+%& "!$% "!$% "%+%& "%+%& "%+%& "%+%& "%+%& "%+%& "!$% "!$% "%+%& "%+%& "!$% "!$% "%+%& "%+%& "!$% "%+%& "%+%& "%+%& "%+%& "!$% "!$% "%+%& "%+%& "!$% "!$% "%+%& "%+%& "!$% "%+%& "%+%& "12"2 "!$% "12"2 "!
%$'<SS (.7)
1 1 1 1 $%" $%" $%" $%" 1 1 1 1 1 1
pper olumn (.7) Sum (.7) 1 1 1 1 $%" $%" $%" $%" 1 1 1 1 1 1
2%%%+"+ "%"& +&+1!1 $2+2& %$%&+ +2&$""2 &!1&22 +$&%2 2%&2+1$ 2%%2& $$% $$!21 21+$&2% 21+$&2% 1"%%"% 111!2 11$$2&% 1"&+$ $+"12&% $+!%212 $+!%212 $+1!"1 1"%%"% 11++212 11++212 1"&+$ !$% !
%$All
ams sions " * 2"" "2&%+ .7;m
2!"2&& "+!%&+ "&%2!$ "% 2!"2&& ""!$% 1"1!&% ""%+%& 222&$ "&$2!12 ++!2% "% &1&& &1&&
"+!%&+ %+&& %1$%% 21+$2$ 222&$ %+&& %1$%% 21+$2$ "&$2!12 !%+ %1$%% 2&1$$!
"&%2!$ "% ""!$% !%+ 1"1!&% %1$%% ""%+%& 2&1$$! " "
++!2% "%
-O+*MNS Design /arameters
olumns
1st - 2nd F
2nd F -
1
A*ial (/)7 e* (mm) $&$112 !"
2
!211++
"
$
%"112&$
ey (mm) $&!
F0 (M/a)
Fc (M/a)
2!
1!+
2!
2!
1!+
"
2!
2!
1!+
!211%%%
!"
$&!
2!
1!+
!
1"&$!!
"
2!
2!
1!+
%
121221
"
"
2!
1!+
&
1$%"&$
"
"
2!
1!+
+
1221&&2
"
2!
2!
1!+
$&$&1+!
!"
$&!
2!
1!+
1"
$+!11"&
"
"
2!
1!+
11
%2&"2
"
"
2!
1!+
12
!1$!!$
!"
$&!
2!
1!+
1$
$1&%%2
!"
$&!
2!
1!+
1
$1&%%2
!"
$&!
2!
1!+
1!
1"%%"%
!"
$&!
2!
1!+
1%
111!2
"
2!
2!
1!+
1&
11$$2&%
"
2!
2!
1!+
1+
1"&+$
!"
$&!
2!
1!+
1
" "
2! "
2!
1!+
2"
$+"12&% $+!%212
2!
1!+
21
$+!%212
"
"
2!
1!+
22
$+1!"1
"
2!
2!
1!+
2$
1"%%"%
!"
$&!
2!
1!+
2
11++212
"
"
2!
1!+
2!
11++212
"
"
2!
1!+
2%
1"&+$
!"
$&!
2!
1!+
2&
!
%$!"
$&!
2!
1!+
2+
!
%$!"
$&!
2!
1!+
olumn /roperties (M/a)
h(m)
0(mm)
d(mm)
8*(mm)
8y(mm)
.
&+"
$%
1!"
2""
1""""""""
!%2!""""
1
&+"
$%
1!"
2""
1""""""""
!%2!""""
1
&+"
$%
1!"
2""
1""""""""
!%2!""""
1
&+"
$%
1!"
2""
1""""""""
!%2!""""
1
&+"
$%
1!"
2""
1""""""""
!%2!""""
1
&+"
$%
1!"
2""
1""""""""
!%2!""""
1
&+"
$%
1!"
2""
1""""""""
!%2!""""
1
&+"
$%
1!"
2""
1""""""""
!%2!""""
1
&+"
$%
1!"
2""
1""""""""
!%2!""""
1
&+"
$%
1!"
2""
1""""""""
!%2!""""
1
&+"
$%
1!"
2""
1""""""""
!%2!""""
1
&+"
$%
1!"
2""
1""""""""
!%2!""""
1
&+"
$%
1!"
2""
1""""""""
!%2!""""
1
&+"
$%
1!"
2""
1""""""""
!%2!""""
1
&+"
$2
1!"
2""
1""""""""
!%2!""""
1
&+"
$2
1!"
2""
1""""""""
!%2!""""
1
&+"
$2
1!"
2""
1""""""""
!%2!""""
1
&+"
$2
1!"
2""
1""""""""
!%2!""""
1
&+"
$2
1!"
2""
1""""""""
!%2!""""
1
&+"
$2
1!"
2""
1""""""""
!%2!""""
1
&+"
$2
1!"
2""
1""""""""
!%2!""""
1
&+"
$2
1!"
2""
1""""""""
!%2!""""
1
&+"
$2
1!"
2""
1""""""""
!%2!""""
1
&+"
$2
1!"
2""
1""""""""
!%2!""""
1
&+"
$2
1!"
2""
1""""""""
!%2!""""
1
&+"
$2
1!"
2""
1""""""""
!%2!""""
1
&+"
$2
1!"
2""
1""""""""
!%2!""""
1
&+"
$2
1!"
2""
1""""""""
!%2!""""
1
Length 'ype le (mm)
le;d
le;0
'ype
FcE
$%
1+
2
2"22&11" !$&!22!
H
3
87'
1!+
$%
1+
2
2"22&11" !$&!22!
87'
1!+
$%
1+
2
2"22&11" !$&!22!
87'
1!+
$%
1+
2
2"22&11" !$&!22!
87'
1!+
$%
1+
2
2"22&11" !$&!22!
87'
1!+
$%
1+
2
2"22&11" !$&!22!
87'
1!+
$%
1+
2
2"22&11" !$&!22!
87'
1!+
$%
1+
2
2"22&11" !$&!22!
87'
1!+
$%
1+
2
2"22&11" !$&!22!
87'
1!+
$%
1+
2
2"22&11" !$&!22!
87'
1!+
$%
1+
2
2"22&11" !$&!22!
87'
1!+
$%
1+
2
2"22&11" !$&!22!
87'
1!+
$%
1+
2
2"22&11" !$&!22!
87'
1!+
$%
1+
2
2"22&11" !$&!22!
87'
1!+
$2
1%
21$$$$$$ 22"%+2!1 "!1&2%
87'
1!+
$2
1%
21$$$$$$ 22"%+2!1 "!1&2%
87'
1!+
$2
1%
21$$$$$$ 22"%+2!1 "!1&2%
87'
1!+
$2
1%
21$$$$$$ 22"%+2!1 "!1&2%
87'
1!+
$2
1%
21$$$$$$ 22"%+2!1 "!1&2%
87'
1!+
$2
1%
21$$$$$$ 22"%+2!1 "!1&2%
87'
1!+
$2
1%
21$$$$$$ 22"%+2!1 "!1&2%
87'
1!+
$2
1%
21$$$$$$ 22"%+2!1 "!1&2%
87'
1!+
$2
1%
21$$$$$$ 22"%+2!1 "!1&2%
87'
1!+
$2
1%
21$$$$$$ 22"%+2!1 "!1&2%
87'
1!+
$2
1%
21$$$$$$ 22"%+2!1 "!1&2%
87'
1!+
$2
1%
21$$$$$$ 22"%+2!1 "!1&2%
87'
1!+
$2
1%
21$$$$$$ 22"%+2!1 "!1&2%
87'
1!+
$2
1%
21$$$$$$ 22"%+2!1 "!1&2%
87'
1!+
Ad6ustment H
ompressi,e Stress cC F
Fce;FE
FcC(M/a)
s
"$
"+
"!!!!!% "!&$1$% &%$"2%! !%!%+!2
"$
"+
"!!!!!% "!&$1$% &%$"2%! !%!%+!2
"$
"+
"!!!!!% "!&$1$% &%$"2%! !%!%+!2
"$
"+
"!!!!!% "!&$1$% &%$"2%! !%!%+!2
"$
"+
"!!!!!% "!&$1$% &%$"2%! !%!%+!2
"$
"+
"!!!!!% "!&$1$% &%$"2%! !%!%+!2
"$
"+
"!!!!!% "!&$1$% &%$"2%! !%!%+!2
"$
"+
"!!!!!% "!&$1$% &%$"2%! !%!%+!2
"$
"+
"!!!!!% "!&$1$% &%$"2%! !%!%+!2
"$
"+
"!!!!!% "!&$1$% &%$"2%! !%!%+!2
"$
"+
"!!!!!% "!&$1$% &%$"2%! !%!%+!2
"$
"+
"!!!!!% "!&$1$% &%$"2%! !%!%+!2
"$
"+
"!!!!!% "!&$1$% &%$"2%! !%!%+!2
"$
"+
"!!!!!% "!&$1$% &%$"2%! !%!%+!2
"$
"+
11%"$+ "&2!$&!+ "1%!+2 !$$$$$$$
"$
"+
11%"$+ "&2!$&!+ "1%!+2 !$$$$$$$
"$
"+
11%"$+ "&2!$&!+ "1%!+2 !$$$$$$$
"$
"+
11%"$+ "&2!$&!+ "1%!+2 !$$$$$$$
"$
"+
11%"$+ "&2!$&!+ "1%!+2 !$$$$$$$
"$
"+
11%"$+ "&2!$&!+ "1%!+2 !$$$$$$$
"$
"+
11%"$+ "&2!$&!+ "1%!+2 !$$$$$$$
"$
"+
11%"$+ "&2!$&!+ "1%!+2 !$$$$$$$
"$
"+
11%"$+ "&2!$&!+ "1%!+2 !$$$$$$$
"$
"+
11%"$+ "&2!$&!+ "1%!+2 !$$$$$$$
"$
"+
11%"$+ "&2!$&!+ "1%!+2 !$$$$$$$
"$
"+
11%"$+ "&2!$&!+ "1%!+2 !$$$$$$$
"$
"+
11%"$+ "&2!$&!+ "1%!+2 !$$$$$$$
"$
"+
11%"$+ "&2!$&!+ "1%!+2 !$$$$$$$ .
. 7one 7one 7one 7one 7one 7one 7one 7one 7one 7one 7one 7one 7one 7one 7one 7one 7one 7one 7one 7one 7one 7one 7one 7one 7one 7one 7one 7one FC0(1)
1%2"$ 2!"""
#ending Stress FC0* (Mpa) F(*)
F(y)
FC0y (M/a)
4c
40*
40y
1"%"+1 2!%2""& 1"+""!& 2%%1%$% 12$+"& 1$2+"$ 2+&%"! 1"%"+1 2!%2""& 1"+""!& 2%%1%$% 1&$&1%$ 1$"&+&2
"
1"%"+1 2!%2""& 1"+""!& 2%%1%$% 2""$+"1 1!"2+!%+
"
1"%"+1 2!%2""& 1"+""!& 2%%1%$% 1!"&"!!! 1%!$&! $"11111 1"%"+1 2!%2""& 1"+""!& 2%%1%$% $!&+%!12 2%+$++
"
1"%"+1 2!%2""& 1"+""!& 2%%1%$% "$"&1!
"
"
1"%"+1 2!%2""& 1"+""!& 2%%1%$% !$!&+1
"
"
1"%"+1 2!%2""& 1"+""!& 2%%1%$% "&1!"% $"!$%2
"
1"%"+1 2!%2""& 1"+""!& 2%%1%$% 12!+"%2 1"1!$1 21%12$ 1"%"+1 2!%2""& 1"+""!& 2%%1%$% 12+$&$"2
"
"
1"%"+1 2!%2""& 1"+""!& 2%%1%$% 1!1!%&$
"
"
1"%"+1 2!%2""& 1"+""!& 2%%1%$% 1!"!1+ 1%2!+2& $"""$% 1"%"+1 2!%2""& 1"+""!& 2%%1%$% 1"!++&$ 112$&$$ 211&&& 1"%"+1 2!%2""& 1"+""!& 2%%1%$% 1"!++&$ 112$&$$ 211&&& 1"%"+1 2!%2""& 1"+""!& 2%%1%$% "$!+%+& "$22&$ "&"&$&$ 1"%"+1 2!%2""& 1"+""!& 2%%1%$% "$&$1+"& "2&++!!
"
1"%"+1 2!%2""& 1"+""!& 2%%1%$% "$&&&!+& "2+$$1
"
1"%"+1 2!%2""& 1"+""!& 2%%1%$% "$!%& ""$&&! "&1++$$ 1"%"+1 2!%2""& 1"+""!& 2%%1%$% 12%&"2 1"%"+1 2!%2""& 1"+""!& 2%%1%$% 12+!"
"!"$1
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"
"
1"%"+1 2!%2""& 1"+""!& 2%%1%$% 12+!"
"
"
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1"%"+1 2!%2""& 1"+""!& 2%%1%
%$12&1%&
1"%"+1 2!%2""& 1"+""!& 2%%1%$% "$!+%+& "$22&$ "&"&$&$ 1"%"+1 2!%2""& 1"+""!& 2%%1%$% "$%"&"&
"
"
1"%"+1 2!%2""& 1"+""!& 2%%1%$% "$%"&"&
"
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1"%"+1 2!%2""& 1"+""!& 2%%1%$% "$!%& ""$&&! "&1++$$ 1"%"+1 2!%2""& 1"+""!& 2%%1%$% "$$1&+& "$&$&% "%%$!&$ 1"%"+1 2!%2""& 1"+""!& 2%%1%$% "$$1&+& "$&$&% "%%$!&$ FC0(2)
2$&+%+
FC0($) 1$$+%$+
8nteraction Formula FcC
F0C*
F0Cy
&%$"2%! 2!%2""& 2%%1% "$+$1"&
OHJ
&%$"2%! 2!%2""& 2%%1% "$"1$
OHJ
&%$"2%! 2!%2""& 2%%1% "$!"$11
OHJ
&%$"2%! 2!%2""& 2%%1% "%12!
OHJ
&%$"2%! 2!%2""& 2%%1% "%2!%$
OHJ
&%$"2%! 2!%2""& 2%%1% "!2+&2&
OHJ
&%$"2%! 2!%2""& 2%%1% "!&1!
OHJ
&%$"2%! 2!%2""& 2%%1% "&11+121
OHJ
&%$"2%! 2!%2""& 2%%1% "$+$&2$
OHJ
&%$"2%! 2!%2""& 2%%1% "1%+21+
OHJ
&%$"2%! 2!%2""& 2%%1% "2"2"$$1
OHJ
&%$"2%! 2!%2""& 2%%1% "%$1"
OHJ
&%$"2%! 2!%2""& 2%%1% "$2%!+
OHJ
&%$"2%! 2!%2""& 2%%1% "$2%!+
OHJ
"1%!+2 2!%2""& 2%%1% ""&!%%
OHJ
"1%!+2 2!%2""& 2%%1% ""!%"
OHJ
"1%!+2 2!%2""& 2%%1% ""!&1"1
OHJ
"1%!+2 2!%2""& 2%%1% ""++2!1
OHJ
"1%!+2 2!%2""& 2%%1% "11!$1%
OHJ
"1%!+2 2!%2""& 2%%1% "121%%
OHJ
"1%!+2 2!%2""& 2%%1% "121%%
OHJ
"1%!+2 2!%2""& 2%%1% "1222
%$OHJ
"1%!+2 2!%2""& 2%%1% ""&!%%
OHJ
"1%!+2 2!%2""& 2%%1% ""$+"!1
OHJ
"1%!+2 2!%2""& 2%%1% ""$+"!1
OHJ
"1%!+2 2!%2""& 2%%1% ""++2!1
OHJ
"1%!+2 2!%2""& 2%%1% ""12&$1
OHJ
"1%!+2 2!%2""& 2%%1% ""12&$1
OHJ
s 4rom #eam to olumn Second Floor eam - olumn onnection 1
2
$
!
%
&
+
1"
11
12 1$ 1
F-#1 FA-#1 FA-#1 F$-#1 FA-#2 FA-#2 F2-#1 FA-#$ FA-#$ F1-#1 F-#1 F-#2 F#-#1 F#-#1 F$-#1 F$-#2 F#-#2 F#-#2 F2-#1 F2-#2 F#-#$ F#-#$ F1-#1 F1-#2 F-#2 FD-#1 FD-#1 F$-#2 FD-#2 F$-#$ FD-#2 F2-#2 FD-#$ F2-#$ FD-#$ F1-#2 F$-#$ F-#1 F$-#2 F-#1
'ype 1
2
2 1
2
$
$
2
1
$
$
2 2 2
#eam L ! !
%!+2%+!$ """%+$1$ """%+$1$ 11&!$1! "2$2""+ "2$2""+
@ 1%!%&1$ "+"1$%+% "+"1$%+% 2$+2 "+%"1 "+%"1
! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! $ !
1++2! "!11%2"! "!11%2"! !%+% %!+2%+!$ %!+2%+!$ "1&1%&! "1&1%&! 11&!$1! %1!"&!1 ""& ""& 1++2! 1"+11 "1&1%&! "1&1%&! !%+% !%+% %!+2%+!$ "$"&"!+&! "$"&"!+&! %1!"&!1 &&%&+$2+ "2&%+ &&%&+$2+ 1"+11 "+11%&
$&2%"%1 12&"!11 12&"!11 2$&$21! 1%!%&1$ 1%!%&1$ "$$$! "$$$! 2$+2 1!$&%+&+ "+1+ "+1+ $&2%"%1 22&&"&+ "21+&! "21+&! 2$&$21! 2$&$21! 1%!%&1$ "+%111+ "+%111+ 1!$&%+&+ 1!!$!%%% "12"2 1!!$!%%% 22&&"&+ "%2$$
$ ! ! $ $
"2&%+ "+11%& !%+% "2&%+ %21$%$""&! "2&%+ %21$%$""&!
"12"2 12"22$ 2$&$21! "12"2 122&2% "12"2 122&2%
1%
1& 1+
1
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21
22
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2
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F-#1 FA-#1 FA-#1 F$-#1 FA-#2 FA-#2 F2-#1 FA-#$ FA-#$ F1-#1 F-#1 F-#2 F#-#1 F#-#1 F$-#1 F$-#2 F#-#2 F#-#2 F2-#1 F2-#2 F#-#$ F#-#$ F1-#1 F1-#2 F-#2 FD-#1 FD-#1 F$-#2 FD-#2 F$-#$ FD-#2 F2-#2 FD-#$ F2-#$ FD-#$ F1-#2 F$-#$ F-#1 F$-#2 F-#1
'ype 1
2
2 1
2
$
$
2
1
$
$
2 2 2
#eam L ! !
"%+%& "!$% "!$% "%+%& "!$% "!
%$@ 1&1%&! 1"+&2 1"+&2 1&1%&! 1"+&2 1"+&2
! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! $ !
"%+%& "%+%& "%+%& "%+%& "%+%& "%+%& "!$% "!$% "%+%& "%+%& "!$% "!$% "%+%& "%+%& "%+%& "%+%& "%+%& "%+%& "%+%& "!$% "!$% "%+%& "!$% "12"2 "!$% "%+%& "!
%$1&1%&! 1&1%&! 1&1%&! 1&1%&! 1&1%&! 1&1%&! 1"+&2 1"+&2 1&1%&! 1&1%&! 1"+&2 1"+&2 1&1%&! 1&1%&! 1&1%&! 1&1%&! 1&1%&! 1&1%&! 1&1%&! 1"+&2 1"+&2 1&1%&! 1"+&2 "%1+"$ 1"+&2 1&1%&! 1"+&2
$ ! ! $ $
"12"2 "%+%& "!$% "12"2 "!$% "12"2 "!
%$"%1+"$ 1&1%&! 1$&$ "%1+"$ 1"+&2 "%1+"$ 1"+&2
*
#eam-#ea onn
1"" 1"" 1"" 1"" 1"" 1""
1% 1% 1% 1% 1% 1%
+ + + + + +
0olts o4P
1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1""
1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1%
+ + + + + + + + + + + + + + + + + + + + + + + + + + +
1 1 $ 2 2 1 1 2 1 1 $ 1 1 $ $ 2 1 1 2 2 1 2 $ 1
1"" 1"" 1"" 1"" 1"" 1"" 1""
1% 1% 1% 1% 1% 1% 1%
+ + + + + + +
1 1 $ 1 2 1 2
2 1 1 1 1
F-#1
'russ olu to onn A# A FG G 8G 3L HL
'rus #ea to onn A# A FG G 8G 3H HL
1"" 1"" 1"" 1"" 1"" 1""
*
1% 1% 1% 1% 1% 1%
+ + + + + +
n 1 1 1 1 1 1
1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1"" 1""
1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1%
+ + + + + + + + + + + + + + + + + + + + + + + + + + +
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1"" 1"" 1"" 1"" 1"" 1"" 1""
1% 1% 1% 1% 1% 1% 1%
+ + + + + + +
1 1 1 1 1 1 1
ction F$-#2 F2-#2
n ction
#eam L ! !
@ * 2"%%1! %"1&"$+ 1"" 2"%%1! %"1&"$+ 1""
1% 1%
+" +"
'ype
A
*
/
1
1
!
2
1
!%&+ "!1 2%"$ 2+$&1 2+$&1 !%&+ "!1
1"" 1"" 1"" 1"" 1"" 1"" 1""
1% 1% 1% 1% 1% 1% 1%
12 " " 12 12 12 "
+ + + " " + +
A !%&+ "!1 2%"$ 2+$&1 2+$&1 !%&+ "!1
* 1"" 1"" 1"" 1"" 1"" 1"" 1""
1% 1% 1% 1% 1% 1% 1%
/ 12 " " 12 12 12 "
+ + + " " + +
ction
'ype
FA-#1
1
F#-#1
2
FD-#1
1
n 1 1
K (rad)
cosK
sinK
<
"%$% "%$% "%$% "%$% "%$% "%$% "%
%$"+ "+ "+ "+ "+ "+ "+
"&2 "&2 "&2 "&2 "&2 "&2 "&2
1$"1 +"" +"" 12""" 12""" 1$"1 +""
K (rad) "%$% "%$% "%$% "%$% "%$% "%$% "%
%$cosK "+ "+ "+ "+ "+ "+ "+
sinK "&2 "&2 "&2 "&2 "&2 "&2 "&2
< 1$"1 +"" +"" 12""" 12""" 1$"1 +""
n ! 1 2 2 !
n ! 1 2 2 !
3oist
S-1 S-2 S-$ S- S-!
omputed 0d0d Ground Floor 1"" 1&" 1"" 1&" 1"" 22" 1"" 1&" 1"" 1&"
1"" 1"" 1"" 1"" 1""
22" 22" 22" 22" 22"
S-% S-&
1"" 1""
1"" 1""
22" 22"
S-1 S-2 S-$ S- S-! S-% S-&
1"" 1"" 1"" 1"" 1"" 1"" 1""
1"" 1"" 1"" 1"" 1"" 1"" 1""
22" 22" 22" 22" 22" 22" 22"
all thic.ness 1"
0 !"
22" 1$"
Actual
Second Floor 1&" 1&" 22" 1&" &" 22" 1"
all
Floor Sheathing
Studs d 1""
#eam 0
d
F-#1 F$-#1 F2-#1 F1-#1 F-#2
omputed 0 d Ground Floor $"" $"" $"" $%" $"" $%" $"" $"" $"" $""
$"" $"" $"" $"" $""
$%" $%" $%" $%" $%"
F-#1 F$-#1 F2-#1 F1-#1 F-#2
2"" 2"" 2"" 2"" 2""
F$-#2 F2-#2 F1-#2 FD-#2 F-#1 FA-#1 FA-#2 FA-#$ F#-#1 F#-#2 F#-#$ FD-#1 FD-#$
$"" $"" $"" $"" $"" 2"" 2"" 2"" 2"" 2"" 2"" 2"" 2""
$"" $"" $"" $"" $"" 2"" 2"" 2"" 2"" 2"" 2"" 2"" 2""
$%" $%" $%" $%" $%" 1!" 1!" 1!" 1!" 1!" 1!" 1!" 1!"
F$-#2E F2-#2E F1-#2 F-#1 FD-#2 F-#1 FA-#1 FA-#2 FA-#$ F#-#1 F#-#2 F#-#$ FD-#1 FD-#$
2"" 2"" 2"" 2"" 2"" 2"" 2"" 2"" 2"" 2"" 2"" 2"" 2"" 2""
$%" $%" $"" 1" 1" " +" 1"" 2" " 2" +" 1""
Actual
om 0
olumn uted d econd Floor 2&" $$" $!" $1" 2&" 2%" $"" $1" 1!" 2$" 21" " " 11" 1"" " 1"" " 11"
Actual 0
d
2"" 2"" 2"" 2"" 2""
$+" $+" $+" $+" $+"
1 2 $ !
2"" 2"" 2"" 2"" 2"" 2"" 2"" 2"" 2"" 2"" 2"" 2"" 2"" 2""
$+" $+" $+" $+" 2!" 2!" 2!" 2!" 2!" 2!" 2!" 2!" 2!" 2!"
% & + 1" 11 12 1$ 1
omputed 0 d 1st 2nd - Floor 1!" 2"" 1!" 2"" 1!" 2"" 1!" 2"" 1!" 2""
2!" 2!" 2!" 2!" 2!"
1!" 1!" 1!" 1!" 1!" 1!" 1!" 1!" 1!"
2!" 2!" 2!" 2!" 2!" 2!" 2!" 2!" 2!"
2"" 2"" 2"" 2"" 2"" 2"" 2"" 2"" 2""
Act 0
ual
2!" 2!" 2!" 2!" 2!"
1! 1% 1& 1+ 1
omputed 0 d 2nd Flr -
2!" 2!" 2!" 2!" 2!" 2!" 2!" 2!" 2!"
2" 21 22 2$ 2 2! 2% 2& 2+
1!" 1!" 1!" 1!" 1!" 1!" 1!" 1!" 1!"
d
2"" 2"" 2"" 2"" 2"" 2"" 2"" 2"" 2""
Actual 0
d
2!" 2!" 2!" 2!" 2!"
2!" 2!" 2!" 2!" 2!"
2!" 2!" 2!" 2!" 2!" 2!" 2!" 2!" 2!"
2!" 2!" 2!" 2!" 2!" 2!" 2!" 2!" 2!"
