Model: AMS-QQ-A-200/5

Structural Beam

Properties:

Fabrication Method
Extruded
Overall Height
3.000 inches
Length
Between 20.000 feet and 30.000 feet
Left Side Top Flange Thickness
0.438 inches
Right Side Top Flange Thickness
0.438 inches
Basic Shape Style
T shape
Leg Thickness
0.438 inches
Left Side Top Flange Distance To Center Of Both Flanges
1.500 inches
Right Side Top Flange Distance To Center Of Both Flanges
1.500 inches
Fillet Radius Where Top Left Flange Joins Web Flange/leg
0.312 inches
Fillet Radius Where Top Right Flange Joins Web Flange/leg
0.312 inches
Top Flange Width
3.000 inches
Left Side Top Flange Tip Thickness
0.375 inches
Right Side Top Flange Tip Thickness
0.375 inches
Leg Tip Thickness
0.375 inches
Weight Per Unit Measure
0.330 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
Left Top Inner Face To Outer Face Angle
90.0 degrees
Right Top Inner Face To Outer Face Angle
90.0 degrees
Heat Treatment
H-111 strain hardened
Material
Aluminum alloy, qq-a-200/5
Material
Aluminum alloy 5086
Material Specification
Qq-a-200/5 federal specification 1st material response
Nondefinitive Specification/std Data
H111 temper
NSN
9540-00-542-2762
Part Number
AMS-QQ-A-200/5
Description
Beam,structural
CAGE
81343

Part AMS-QQ-A-200/5 NSN 9540-00-542-2762

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:
U
ESD:
ESD:
MMAC:
CRITL:
X

Packaging & Shipping

Est. Pack Size
Est. Pack Weight
Est. Item Weight
Est. Item Dim.
Pack Size:
--
Paclk Weight:
0.3000lbs
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:
013760
UFC:
05830
LTL:
60.0
LCL:
--
WCC:
576
TCC:
Z
SHC:
R
ACC:
Construction Materials

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