Plate 52,

K. 0 .& M. R.&, B.Oo.

MEMPHIS BRIDGE

Stmiri Sheet, Anchonuje Arm.

(J?. y /

' / **o*/o:, li :g 3Ss .- \&a

0 U 1

I. Si "p^ooo, I

in L 11 , if? 0 °oJ^\*/S 73000

VL+ 1907000 __

LL *1350000 tO}>i,L I, Y . '^OOoo

- -f- -(vr —eyyoeooo

*320300'' ' ■ - J

Anchorage jSpa/i 225-/0 C.to C.Ertd Pinsequal eight (8! halt'panels of 28-2i atBottom Chord. 30' O C.toC. of Trusses.

M s Z, L

JJL + /007000LL + /3500J/0_+3203000

26-Oss

,1-ogj

23 -m

9-/Oik -

crs/O*//o’*/

20.$J

2/3. If233./

rs / Os /

rs /0»/* 2ao

' 0 */l 9 ~/ 2 ejitee.<)

32-8k

TSSlSo.oi

vj/te/

,o *h‘/4O. 0

004000j \

*f«w»

3088000

Dead Load per Truss

7doo

^^/yyoo

o

©- VV >

^ \£>

230.2

R * 70 /ooo >tin 7 P-/35ooJ hfin

Jlps/ooo'OPir.

/Oo./°

72000

3/000

42000

40000

25000

17000

23000

2/000

457500

//3S500

25000

52000

835000 /j/* „

^■^oooo-y,/

-o o

8/2.9

-'—Sy/pin y.

*£

«r

‘

56000

47000

27000

64000

40000

23000

/9000

40000

40000

4Angles 3i*3i

12.96

9 Pm*

Live Load per Truss

2000 lbs. per foot=56500 lbs. per one half panelOne half panel load (=56500 lbs.) at L108300 lbs. applied at L„ for strain in L e A£

9 Pin

S ^^ ^ ^M ^ oj

b ^ ^

9Pui

92400

76400

V -Z-A\

fa

Q _ \ K ^ e o

5) ^

c4§

I s& |

3 MPL -4L L + 2/2000EL-499500

y s

■5) <5

BL-/24LL* 2: 7500L L-H* 1500

S KJ

3500

1542500

>30001135005C8500

43500

it *7000

1021500

9/3000

65.2

9 Pin

239/000

170.8

10 Pin

72.3

14 Pin

- 27/9500

9 Pin

194.3

2 Web Plates 1 30 *s -4Angles 6*4

4WebPlates 30 A=/20.0 lSAngles 6‘*4*& * 55.4.

2 Web Plates 30 */eAAngles 6 & *4"*.i

8 Web Plates 30>M8Angles Q" a 4'*z

^ cS

so

Assumed Wind Pressure 300 lbs. per ft. at top

* » • Q00 " " » " bottom.

TOP LATERAL SYSTEM

BOTTOM LATERAL SYSTEM

R OBERT A.WELKE. PHOTO-11TH. 170 WILLIAM ST. N.Y.