Plate 5/.
K.OAM.RA B.OO.
MEMPHIS BRIDGE
jStruin Sheet, Cantilever Arm,
SAM
cru^Lo^j
'S
- 28-2% -
- 28-21
— 32 -//ft -^ -<f-
— 2'.) -/Onl —
„ J)L -H907000Ktl’in LL +1356000
+ 32SOOO
10 *21«
J30000O0c) 63.0 /OPin\
4Pars22 > -if^650° '
• •+>.. J \
" N-PY 9 Pin
L -1403000 \ l)L -HjOlloO
.,-1013000 \J LL-J3SQ(\0Q
-2416000 1726 /4Pin -3263000
Kj. 0L-/203000^LL-890000
-2093000 rigrt m.5°' 9"Pi>
9 Pin
/300000(e) 93.0
!0 Put
CantileverArm /09-4k C.to C. End Pins;equal six (0) half pcutels of 28-2i"- atLiottonv Chord, 3Q-0 C. to C. of Trusses.
AttualPead-Load taken in Strain Sheet.
A
52000
A
3/000
A
52000
M,
25000
A
42000
A
56000
A
40000
A
47000
M,
27000
A
25000
A
94000
A
nooo
A
4/000
H
12000
A
25000
Z,„
15000
IT
15000
625000
(as) Occurs only daring erection.
(sax) ^Assuming TL of108300 applied cttLg
Live Load- perTt % uss
2000lbs. per fbot^ 56500 lbs. per one half panel.
L e .. , L b . L 4 L a L e L x L
2mi>Plate»304‘52.52WebFlatix 30"<h00.0°J4WebPfates 30'-m"=97.5 4 Web Plains 30’- / = /20.0 ,1
-iAngles 0-6-1 = 39. 7/“** 4Angles 6"-4-i" = 27.7) ' SAnylns G’-4-l" = 55.4’}'°^ Singles @V«i'= 55.4j' U/t
TOP LATERAL SYSTEM.
BOTTOM LATERAL SYSTEM.
0
^ ^ $5 $ o^ ^ ^
t- ^ 5 §
T i
yy 1 1 ■
| 88 §
1 ?
jsy y
Assiuned Wind Pressure - 300 lbs. per foot at top
o 6 0 000 0000 bottom.
ROBERT A.WCLUE, PHOTO-UTH. 178 WlLUAHl ST.N.V.