Model: 1MA163D05-10031

Structural Beam

Special Features:

Third leg bend 90 deg; 0.750 in. Lg

Properties:

Fabrication Method
Extruded
Overall Height
2.000 inches
Length
Between 10.000 feet and 12.000 feet
Left Side Top Flange Thickness
0.120 inches
Right Side Top Flange Thickness
0.120 inches
Basic Shape Style
T shape
Leg Thickness
0.080 inches
Left Side Top Flange Distance To Center Of Both Flanges
1.700 inches
Right Side Top Flange Distance To Center Of Both Flanges
1.700 inches
Fillet Radius Where Top Left Flange Joins Web Flange/leg
0.120 inches
Fillet Radius Where Top Right Flange Joins Web Flange/leg
0.120 inches
Top Flange Width
3.400 inches
Weight Per Unit Measure
0.745 pounds per linear foot
First Tip Style
Square end
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, qq-a-200/11
Material
Aluminum alloy 7075
Material Specification
Qq-a-200/11 federal specification 1st material response
Nondefinitive Specification/std Data
T73511 temper
NSN
9540-01-197-2703
Part Number
1MA163D05-10031
Description
Beam,structural
CAGE
76301

Part 1MA163D05-10031 NSN 9540-01-197-2703

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:
O
SPI No.:
SPI Rev.:
SPC Mkg:
00
LVL_A:
E
LVL_B:
Q

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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