A22 - Enclosure H - WKS Beam Weldment for Outlet Tower.pdf

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W. Kerr Scott Crane Rental
Solicitation number
W912PM26QA048
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This is an engineering drawing for a beam weldment component titled "W. KERR SCOTT CRANE BEAM WELDMENT" prepared for the U.S. Army Corps of Engineers, dated 05/19/2021.

The drawing specifies the fabrication of a welded steel assembly composed of two Wide Flange Beams (W12 X 65) with a length of 300 inches each, constructed from A36 grade steel material. The bill of material identifies four primary components: the two main W12 X 65 beams and three one-inch thick steel plates (items 2-4) with details referenced to accompanying drawings, all fabricated from A36 material. The weldment incorporates a complete joint penetration (CJP) weld configuration with specific angular geometry details (72° and 18° angles noted) and dimensional specifications including a 293.6-inch measurement. Fabrication requirements include 1/4-inch fillet welds at multiple locations, and finishing specifications require all welds to be ground smooth, with the assembly receiving a blast and epoxy paint coating (two coats) upon completion. The drawing scale is 1/32, with detailed elevation and side views showing the overall assembly configuration and weld locations.

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A A

B B

C C

D D

SHEET 1 OF 1

DRAWN

CHECKED

QA

MFG

APPROVED

R. MULLINS

R. MULLINS

J. DUKE

A. KAPTIS

10/19/2021

DWG NO

Beam Weldment

TITLE

W. KERR SCOTT CRANE BEAM WELDMENT

SIZE

D

SCALE

U.S. ARMY CORPS OF ENGINEERS

REV

1 / 16

BILL OF MATERIAL

ITEM DESCRIPTION LENGTH (IN) QTY MATERIAL

1 WIDE FLANGE BEAM,

W12 X 65 300 2 A36

2 PLATE, 1IN THK SEE DWG 1 A36

3 PLATE, 1IN THK SEE DWG 1 A36

4 PLATE, 1IN THK SEE DWG 1 A36

2X, CJP

72°

18°

62°

293.6

(300.0)

36 4732

(1.0)3X

(24)

SCALE: 1/32

3X1/4

1/4 1/4 1/4

NOTES:

1. SIZE ALL WELDS PER AWS D1.1.

2. BREAK ALL SHARP EDGES.

3. BLAST AND EPOXY PAINT 2 COATS.

File details come from the government source that posted it. Updated .