Model: AMS 10136A

Structural Beam

Properties:

Fabrication Method
Extruded
Overall Height
1.000 inches
Length
Between 10.000 feet and 12.000 feet
Left Side Top Flange Thickness
0.078 inches
Right Side Top Flange Thickness
0.078 inches
Basic Shape Style
T shape
First Tip Radius
0.078 inches
Leg Thickness
0.078 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
0.125 inches
Fillet Radius Where Top Right Flange Joins Web Flange/leg
0.125 inches
Top Flange Width
2.000 inches
Weight Per Unit Measure
0.277 pounds per linear foot
First Tip Style
Lower radius
Third Tip Radius
0.039 inches
Second Tip Relationship To First Tip
Identical
Third Tip Relationship To Preceding Tips
Not identical
Third Tip Style
Full radius
Right Top Inside Angle
90.0 degrees
Left Top Inside Angle
90.0 degrees
Heat Treatment
T-6511 solution heat treated
Material
Aluminum alloy, qq-a-200/8
Material
Aluminum alloy 6061 or aluminum alloy 6062
Material Specification
Qq-a-200/8 federal specification 1st material response
Nondefinitive Specification/std Data
T6511 temper
NSN
9540-01-071-4734
Part Number
AMS 10136A
Description
Beam,structural
CAGE
81343

Part AMS 10136A NSN 9540-01-071-4734

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:

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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