Model: 1MA160D01-10323

Structural Beam

Properties:

Fabrication Method
Extruded
Overall Height
2.562 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
1.750 inches
Right Side Top Flange Distance To Center Of Both Flanges
1.875 inches
Fillet Radius Where Top Left Flange Joins Web Flange/leg
0.187 inches
Fillet Radius Where Top Right Flange Joins Web Flange/leg
0.187 inches
Top Flange Width
3.625 inches
Weight Per Unit Measure
0.926 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
Alloy 7075 and condition annealed
NSN
9540-01-367-1248
Part Number
1MA160D01-10323
Description
Beam,structural
CAGE

Part 1MA160D01-10323 NSN 9540-01-367-1248

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:

Freight Classification

NMFC
UFC
LTL
LCL
WCC
TCC
SHC
ACC
NMFC:
104420
UFC:
53800
LTL:
50.0
LCL:
--
WCC:
576
TCC:
Z
SHC:
9
ACC:
Construction Materials

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