Plate 50.
Intermediate j$pan IMS C to C. End Phis ;*yoai" su:teen(J6/halt* panel# of 28 -2.\ each;30-0 C.toC. Trusses; JH-liC. to C. Chords.
live IsHtd 2000 lbs. per that per truss = 50500 lOs.per halfpanel
K.C 1 &, M.R.&, B.O 0 .
MEMPHIS BRIDGE
It ruin S/seef, Intermediate I) a in.
< j 2. c /1
a.
2700
76273
23300 at top47773 • bottom.
/f bcerPlatc 36 +d - 14.0 j2Web Plates 244'-27. 0°}4Ang/es o‘+6 + i"~ 30. 7 i2Flats 7* /"- 14.0°)
94.7
! Cover Plate 5G*h B 14.0 J2 Web Plata* 24*h48.o"\
2/Side • , 12*4-18.0°S 133.7°4Angles (i '» O’- 1-39. 7°„
2 Flats 7* /"- 14.0 I
H'overFIate 36 4 - 14 O4Wcb Plates 24°4"-0(J.0°,.ZSide » 18.0°.
4Angles d’* 6°*P- 39.7 ,2Flats 7
151 .7
a
u
u.
a
u
B
ll
u
8
DL-1048800II - 777000
l)L - 743200
PL-1200800II- 889300
8 Pin
JLL- 332000
8 Pin
9 Pin
1300000 durbig erection 65.0
7000 92.7
lliudli -3.06'
7 AM
Oh +369600 28 3 „
900 54.3
2073 600 147.8
9 Pin
+991500 70.7
+ 128 0900 84.5
8 Pul
+1809200 128.9
2 Web Plaice 30+m-35.84Angles o"‘ 6°-f- 30.2
2Web Plates 30*4-20.0° \
2 » • ii 3l(4’20.25",\9l.45 net
4-4/ie/tes 6 *G•§ - 36.2’
-1 Web Plates 30 *$ - or,. O4Angles 6 * 6 if - 30.2
/ a,oerPlate 40 <L = 14.0 14 Web Plate* 30*f- 05.0 J.„ n ,4L4jigl.es (i* o'-f- 3G.zV 292Twt2 Flats 8"*/"- 14.0)
72.0 net
2 , 8 'u/e " 18 + 1 - 26.21
4Angl.es 6 * 6 *s = 36.22 Flats 8**/‘- 14.0'
Assumed. Wind. Pressure.300 lbs. pertbot at top600 . bottom
TOP LATERAL SYSTEM.
BOTTOM LATERAL SYSTEM.
ROBERT,A.WEIKE. PHOTO-UTH. 178 WILUAMST N.Y.
NR