K.CAM.R.&B.C 0.

Memphis bridge

/Strain Sheet, DecJ? Span.

/ Caver-Plate 30*&\2 Web Plates 24* §,4 Angler: 5"x4'* m2 Plate t)'x l"

/ Cover Plate 302 Web Plates 24

77.30 U_ PL - 610200

b Ll. - 678000

DL - 33.9000

DL - 542400LL -602607

LL - 370667

7I’m - 7i5667 = 51. !2

7 Pin -1115007=8/79

OPin -12882 00 - 92.02

<jA c*

^ o

^ W*

/, DL*186450 - 5.527 Pin. LL*207167 - 20.72

PL +457650=22.88

PL + 593250=29.66

4Bare 8*

4Pars 7*/ =28.0

7PinLL + 508500=50.85

7Pin LL * 659/67 - 65.92

3936/7 - J5.5#

■f 966/50=73.73

+1252417=95.58'

98000

174/00

Peekfipan 338-9 C.toC.EndPins-,twelveeqpabhalffranels of 28-2i each; 22-0 O. toC.Trusses; 42 L 4s‘C.toC. Clun-ds.

Esswned Loads

Dead Load per/xmel per truss - 50850 tbs.

- 56500 «

Live

TOP LATERAL SYSTEM

Camber 8

Wind Pressure

200 Ibs.per lineal, foot on Lower ’Chord600 " i • " ’’ Upper "

BOTTOM LATERAL SYSTEM

R0BERTA.wei.KE. PHOTO LITH |7B WILLI AM ST. N V