rgrt
--
Lge
-
—T
+
+
.
‘He Ltttlh sew ee wm
¥
wt Se ee
x
“Ms
3
f
4é
'
r
3
a
|
4
a
area 0
cca
i
|
|
Ly...
.
|
o
.
.
ee
2
“
.
ON
tog
arta To COLUMNS
N
Rew
~
oy S
x
Bee
I
yy
.
.:
.
.
ys
‘
.
ee a Raee ee
q
t
s
4
y
Vig. 0.9 — Loaded arces for columns of Building 7
f
3
Table 0.2-—COLUMN DEAD LOADS*
4
Esternel
d
3
Third story
3
a
Secund slurry
Firet story
D.2
0.2
113
39.8
K5
419
72.4
BUILDING y
Refer ‘= the detailed plans of Building 3 tn Figs. 2.42 to 2.44
D.21
:
Columas
Ths wlrengih croperties of the columns are based on Ue ultimate arengis theory aa pre
aerked in reference 3, The basic relations used are given by Fig. D.i0 and Eqs. D.8 to DI)
4
:
a
’
oN
«
COMPAESS som
°
soy
.
af
f
ne.
&
?
j |
t
4
if
~T > ]
3
a
q
-
;
z
to
*
Faure
wd
.
43
ce nr
7
Fig D4 Tymeat Pie Me cewe for meinfoged-coacrets column
4
158
3
SECRET — RESTRICTED DATA
4
“e
|
s
i
Bom
5
i
|
' te ot
TE mSiCN
tj
f
i.
es
-{- ton
2
q
|
Fes!
;
thete)
4
i
t
'
>.
fo
culums
All valves A hips.
saalbtettie dialed iap oss Sac Zach, tat
9
:
trteraal
colema
J
4
,
i
4
4
4
7
Berneen me te Re mt eS eee anne
-
a
red
TY
=eee
4
-
Ba ?
Re
Sam
: eee
3
tae
eee
i
YONNTS A EEE
ELI
ao oe
eT
<