trot story: k, ~ V4,R20 hips ft
Second story: k, - 5099 kips {t
Third story: ky > 0340 kips f{¢
hy = 10.64 ft
hy - 32.5 ft
hy = $1.33 ft
Note that the height of column (sy based on (he d.stance between center lines of girders,
pres 1 eore
ltrs
aay
2048
6.
_|®~~ _ x,
22 ao
0b
Bye OCCS2T b
~
oye
eee£ “Ae
109
wl. 979
seeedamere cass cs
ree
Bias bid
te 0097068)
NSO ba OGR GIRDER
wl 590
etait i ritact
160
me
.
1
we 540
189
[oN
l.
~~
8, + Q.00G854) ee +COCIBED
1360
Piz 0.8 Joint rotations «saluated fur girters of
Bu:lding 2.
i seat ea
arSekaah ubicraee) ae f
&e Sdeetthetalon dialisda: al sdbelée
diet
be ss:
Ta
eg
“fgona
D.3.4
V-beam Siding
The properues of Ve otem siding are labulated below. Those taines were olfarnce from
the manufacturer's pamphiet.
Wey - 3.4 tae?
$= 6.348 tn." ft
S = 0.368 tad tt
270.943 in Vit
Aasuming fixed end conaitions,
k= ee 8980 kips/fl for 2 ft 8 in. spon
m = 0.900176 kip-sec’/ it
Kivu = 9,762
oo
fy,
Oboe |.
Ta et 2 ¥ seauozeay
°%
she Poaaeea
Faaelete. des Matertbidekin, bec, tied is.
Owing to the short period of «nts sheathing, the effect of dhe V-beam response on the fram
is small and was neglected,