Model: 6120

Structural Beam

Properties:

Fabrication Method
Extruded
Overall Height
3.000 inches
Length
Between 10.000 feet and 12.000 feet
Left Side Top Flange Thickness
0.125 inches
Right Side Top Flange Thickness
0.125 inches
Basic Shape Style
T shape
Leg Thickness
0.125 inches
Left Side Top Flange Distance To Center Of Both Flanges
1.000 inches
Right Side Top Flange Distance To Center Of Both Flanges
1.000 inches
Fillet Radius Where Top Left Flange Joins Web Flange/leg
0.094 inches
Fillet Radius Where Top Right Flange Joins Web Flange/leg
0.094 inches
Top Flange Width
2.000 inches
Weight Per Unit Measure
0.734 pounds per linear foot
First Tip Style
Square w/ inner and outer corner radii
First Tip Inner Radius
0.031 inches
First Tip Outer Radius
0.031 inches
Second Tip Relationship To First Tip
Identical
Third Tip Relationship To Preceding Tips
Identical w/first tip
Right Top Inside Angle
90.0 degrees
Left Top Inside Angle
90.0 degrees
Heat Treatment
O-annealed
Material
Aluminum alloy ams-qq-a-200/11, alloy 7075
Material
Aluminum alloy ams-qq-a-200/11, alloy 7075
Nondefinitive Specification/std Data
O temper
NSN
9540-01-213-4918
Part Number
6120
Description
Beam,structural
CAGE
06012

Part 6120 NSN 9540-01-213-4918

INC
FIIG
Concept No.
App. Key
Cond. Code
Status
INC:
37018
FIIG:
A13100
Concept No.:
App. Key:
AS
Cond. Code:
2
Status:
A

Material Classification

Hazardous material, precious metals, criticality, enviroment, and electrostatic discharge indicators
HMIC
PMIC
ESD/EMI
ENAC
MMAC
CRITL
HMIC:
N
PMIC:
A
ESD:
ESD:
MMAC:
CRITL:
X

Packaging & Shipping

Est. Pack Size
Est. Pack Weight
Est. Item Weight
Est. Item Dim.
Pack Size:
--
Paclk Weight:
--
Item Weight:
--
Item Dim:
--
OPI
SPI No.
SPI Rev.
SPC Mkg.
LVL A
LVL B
OPI:
M
SPI No.:
SPI Rev.:
SPC Mkg:
00
LVL_A:
Z
LVL_B:
Z

Freight Classification

NMFC
UFC
LTL
LCL
WCC
TCC
SHC
ACC
NMFC:
013220
UFC:
05420
LTL:
60.0
LCL:
--
WCC:
576
TCC:
Z
SHC:
R
ACC:
Construction Materials

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