Dw.
Cure
The tlast load i¢ assumed fo act directly on the girts, which are considered to act asa
unt. The cocuwieliuns as presented desl tun tre seantities tar 4 singie frame,
Frent face tone 14 WF 150, four 14 WE 61 per frame:
Sy
a
4383 ant
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4
’
2
£89 ta
Ss > 800 tin?
Mp fy Meehz
5
S396 5, kinett
ile ~ aMp ~ 39.8% 4, Rips, where L128
I64E
NT
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46
40,390 kina ft
Reag face (one 12 WF 72, two 12 WF 27 er frame’:
1
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TASES 146 fy Rit
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52
hips
« wegpel 9310 kins ft
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3
D1. Blase
3
are assrciatcs with & single freme.
3
The values of mass used for the particular slements are listed in Table D1, These values
7
3
Fabty D2 -- MASS OF PORT CULAK TLEMER TS
z
;
5
*
7
§
First suzy
Seeisi crore
Thied story
Cobos
Girders
2.33170
0.42536
Bs.
Dircesd
Ol sau
O-J04T2
Yebeun, bruat
9.03209
@.03258
6.08209
4
or rear
7
Girts, rear
0.04695
POLES,
3
Edge beams
°
@
4
3
f%
4
b.4S174
Laeite
Band hive load
d
1.45506
@ 14683
0.94695
t
O.06a5t
“AU valuce in Bip- sectR.
.
DAT
Dead loads
The average raluc of dowd load for each column is lated tn Table D.2. These values are
hased on the tributary area for cach columa as sijustrated in Pig. D8.
4
74
157
Z
:
0.14683
0.14653
Girta, froat
3
6.62597
0 52137
Pier oF rant
4
3
SECRET - RESTRICTED DATA
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