Model: AMS-QQ-A-200/11

Structural Beam
Description:

Extruded fabrication method, 3.000 inches overall height, 10.000 feet length, t shape basic shape style, structural usage design.

Properties:

Fabrication Method
Extruded
Overall Height
3.000 inches
Length
Between 10.000 feet and 12.000 feet
Left Side Top Flange Thickness
0.375 inches
Right Side Top Flange Thickness
0.375 inches
Basic Shape Style
T shape
Leg Thickness
0.250 inches
Usage Design
Structural
Left Side Top Flange Distance To Center Of Both Flanges
1.250 inches
Right Side Top Flange Distance To Center Of Both Flanges
1.250 inches
Fillet Radius Where Top Left Flange Joins Web Flange/leg
0.156 inches
Fillet Radius Where Top Right Flange Joins Web Flange/leg
0.156 inches
Top Flange Width
2.500 inches
Weight Per Unit Measure
1.926 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
T-6 solution heat treated or t-6511 solution heat treated
Material
Aluminum alloy ams-qq-a-200/11, alloy 7075
Material
Aluminum alloy ams-qq-a-200/11, alloy 7075
Nondefinitive Specification/std Data
7075 alloy and t6 temper or t6511 temper
NSN
9540-00-005-8348
Part Number
AMS-QQ-A-200/11
Description
Beam,structural
CAGE
81343

Part AMS-QQ-A-200/11 NSN 9540-00-005-8348

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:
1.9000lbs
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:
013220
UFC:
05420
LTL:
60.0
LCL:
--
WCC:
576
TCC:
Z
SHC:
R
ACC:
Construction Materials

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