Amendment 0002 W912ES24R0002 REFERENCE DRAWINGS B.pdf
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- Solicitation number
- W912ES26QA002
About this file
This document is an Amendment (Amendment 0002) to a contract (W912ES24R0002) containing detailed technical drawings and specifications for what appears to be a military truck or vehicle structural component, likely from the War Department in 1937. The technical drawing provides comprehensive engineering details including structural steel specifications, bracing marks, channel dimensions, axle configurations, and assembly instructions. The drawing specifically notes requirements for 9 complete trucks, with detailed specifications for structural elements such as side channels, weight specifications (e.g., side channels weighing 272 lbs each), and assembly guidelines. The document originates from the U.S. Army Corps of Engineers and includes precise measurements, rivet specifications, and references to additional detailed sheets for wheel assembly and gusset plate configurations.
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Text version
BY
WAR DEPARTMENT
58//3-E 58//3-A
58/8 -D
Ax/e-58/, DATE
58/13-5 58/13-F
1¥2-1- -- 421&I l l il
L.- 29 --T=- -1
\ 58//3-*, i 58/13-
5 8//4 -/ A
58//3-C
58/13-3A
%31-
58/12-11
58/14-2
58//3-Al
58/13-\ rI r
1 - --1
58//3-8 58//3-F
I
*i
58//4- 7A -
58//4-BA
58/12-1
FINISHED STRUCTURE AS OF FEB. 1937
CHARACTER
REVISIONS
k
58//4 -4A
58//4-5A 58/ 13-2 A »
_LVE£3
PLAN
Top of Rei I
1.r--7
14-III *1L___UL__J
58//4-8A---
ELEVATION
58/13-2A
-131
16-
58//3-14
58/14-2
58/12-10
58/12-5
»C--
-T
58//3- C
58//3-3»-- 1
58/14-1 A
58//3-A 58//3 -E
58/14-5A
II
17 -r T 10158//4-4 A -1 1_11'
58/18-F' 58//3-8< 4
58/14-64
-'65.-
-L
58//4-3
58//2-1
18@
O
4 58/ 14-7 A
1 rl
431·
21 10?6
, (58//3- E \\ 58//3 -A \58//3-D
---Ax le - 58//2-7
5-' 9
3-
SECTION
415- 3'12,h x
END CHANNEL
MARK 58/13-3
STRUCTURAL STEEL
M AKE 2
WT. 56.4 LBS.EACH
58/23-3A#|
(1)
L
9.8*x 5195 r r
JL
Nr
1_
1f
Ipt
1__ 2ff,01...
A
58//4-3A c58/12-9
58/12-IJ
58/12-9
1 '11
X 0-5 9" oolloo
58/13-C
Q)
68/12-9
\58/12-8 58»-5
J 161
58/12-3 58//2-8
58//4-BA
0 e
-96
Boftom flange only
Z-'10?6
-8-8
Z W
Z
LJ
-1 W
N
1 +3..
0 3 :
Al, 5 xa x 018i e
00 0
S.100 rr)
4\3Kax0'85
1 - 1------1------
La & 1 1
6-04
J
5-78
BRACING
MARK 58/13-IA
STRUCTURAL STEEL
5 -98
/j Ga. Top Flan.Fe near Z only-
- 2 Ship B -7"e /6.4*x 7184
I
L--- J
" We Id to We b of near & far B)-4 x 5X 0154 Bars
C Axle
2-51-6
-L-/2-66x AXOL//"Bent)
SECTION-A-A
SIDE CHANNELS
MARK 58/13- 2A
STRUCTURAL STEEL
Cope to 7"E @ 9.8
9"
13'1 2L 51-6
3-4
MAKE 2
WT. 272 LBS-EACH
General Notes:-
Rivets - Dia.
Holes- Dia.
For Details of Gusset Plates,Floor Planks etc. See Sheet No.58/144 For Wheel Assembly and Details
See Sheet No. 58/12
Trucks are to be Shipped Assernbled Quantities Shown ©re for One Truck
Note:-
9 Cornplete Trucks Required Per Darn
-14
12"
CORPS OF ENGINEERS U. a ARMY, MAKE I
WT. 211 LBS.
<* -- -- Ct'dk. 2 Rivets on F. S. of FL
25k-6
2Ls-3 x 23xif x 7<9.r-< e
/ 3 L
2-876 \Y /
SHEET
NO.
58/12 4
58/13A
58//4A
NO.
REQ'D
2o
0 00
I2
1316 - -
BILL OF MATERIAL
FOR ONE TRUCK
MARK
58//2-1
58//2-2 58/12-3
58//24 58//2-5
58/12-6 58/12-7 58//2-8
58/12-9 58/12-10
58/12-11 58//2-A 58//2-8
58//3-/A
58//3-2 A
58//3-JA
54//3-A * 58//3-8 % 58//3-c 4 58//3-D x
58//3-E 58//Bf
58/14-IA
58/M-ZA
58//4-3A 58//44A
58//4-5A
58/14*A 58/14-7A 58//48A
NOMENCLATURE
Whee/s
Spacer Rings Bearinqs oil Seal Retainers Oil Seals
Bronze Washers Ax/es
Lubrication Fittings Machine Bolts
Machine Bolts
Screw Handle
1 L. 3- 1& 17" L"
Brass Machine Screws Cotter Pins
Bracing Side Channels 'End Channels Machine Bolts-% x3-Hex,Hcl&Nut
Machine Bolts-5xB-Hex,Hcl,& Nut Machine Bolts- sdi-Hex.Hd. &Nut Malleable Beveled WashersforD.
Malleable Cut Washersfor D.
Carriage Boits-54 x2''i
Gusset Plates
Gusset Plates
A>de Straps Floor Planks
Floor Plinks Guide Blocks
Posts Tie Rods
TOTAL
W T.
320.00 3.24
5.04 3.60
4.00
28.50 .50
13A4
3.04 3.00
9.40 2.00 1.32 2.00
1.50
/.60
20.80
20.80
2/20
/ 28.00
/3.30
Total Wt. for One Truck- 16808#
T.
MISSISSIPPI RIVER
LOCK & DAM NO.5A-6
DAM
ROLLER GATE BULKHEADS
STORAGE TRUCKS -ASSEMBLY & DETAILS
SCALE 1" INCHES= I FOOT
U, S. ENGINEER OFFICE, ST, PAUL, MINN,
SUBMITTED: APPR ER
SENIOR ENGINEER (j
DRAWN BY. J. W. D. TRACED BY, J w D rO-
MAY 1935
A
CHEC ED Byt R.1. E.
THIS SHEET SHOWS WORK AS ACTUALLY CONSTRUCTED
2//.00
544.00 1/2.80
.86
.80
5/-00 60.00
M- L 5 A, 6 58/13A-FE
D
.WAR DEPARTMENT
BY DATE
ry) 1 .1-0
* Max
HN
5 x41*3% Plate Fastened With No 10 xl" EH.
Wood Screws
Wrap With No.16 Sheet Steel-Tight fit Weld Joint
2-Wood Screws No.IOn
POST
MARK 58/14-7A MAKE 2
WHITE OAK WT. 43.OLBS. EACH
0 _L
L
4:. of Axle
FINISHED STRUCTURE AS OF FEB. 1937
CHARACTER
REVISIONS
GUSSET
IZ
-9- U. 5. Std. Threods Per Inch
I lilli 11?1111111 910
i. 0x 6.-4- Rod
TI E ROD
MARK 58/14-84 MAKE I
STRUCTURAL STEEL WT. B.3LBS. EACH
«f Dia. Holes-Counter Bore 1 8 Diax*Deep -Omit Holes in 58//4-5
12 SL 02
Omit Notch In58/4-5A
Fill Counter Bore After Assembly To Exclude Water 4-64
1 'rl
7-114
PLATE
MARK 58/14-IA MAKE 2 AS SHOWN
MARK 58/14-2A MAKE 2 OPP HAND
STRUCTURAL STEEL W-[ 10.4 LBS. EACH
1 4_i r". -'1+ P/6\/d6 Not more
VIEWA-A
1 16
Plate Nasher 3kfiS'\Nelded To 4 Rod --_-. - *- Fillet *leld
FLOOR PLANK
WH ITE OAK
MARK 58/14-4A ASSHOWN MAKE 2 WT.25.5 LBS. EACH
MARK 58/14-5AASNOTED MAKE 2WT.30.OLBS. EACH
£24' 23
XI-24 Bent
AXL E
1: Of Axle fl
8 8 Finish
/1-Bar 3'*i xi 2-
12-
STRAP
MARK 58/ 14-3A MAKE 4
STRUCTURAL STEEL WT. 5.3 LBS. EACH
.100
1-Plate-02 X
Omit Notch in58 /4-SA
I lia oi r n.3
A
Wei Plae
6"
GUIDE BLOCK
Not Over 74
General Notes:
Holes * Dia. Unless Noted
For Truck Assembly See Sheet56/13 For W heel Assembly See Sheet 58/12 Quantities Shown Are For One Truck
L
MARK 58/14-GA MAKE 4
STRUCTURAL STEEL WT.32.OLBS.EACH
6-2
CORPS OF ENGINEERS U. S. ARMY
MISSISSIPPI RIVER
LOCK & DAM NO. 5A-6
DAM
ROLLER GATE BULKHEADS
STORAGE TRUCKS-DETAILS
12"
SCMLE 3 INCHES =1-FOOT
U. S. ENGINEER OFFICE ST. PUL, MINN. MAY 1935
SUBMITTED: APPROV :
SENIOR ENGINEER
DRAWN BY: R. L. TRACED BYl N.A. R.
THIS SHEET SHOWS WORK AS ACTUALLY CONSTRUCTED
MAJOR, C OF ENGINEERS
CHEC ED BY R. LE.
Ill
M-L 5A,6-58/14A-FS
J
D
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