Model: LS10138-0505-5

Structural Beam
Description:

Extruded fabrication method, 0.625 inches overall height, 10.000 feet length, z shape basic shape style, 0.196 pounds per linear foot weight per unit measure.

Properties:

Fabrication Method
Extruded
Overall Height
0.625 inches
Length
Between 10.000 feet and 12.000 feet
Left Side Top Flange Thickness
0.063 inches
Basic Shape Style
Z shape
First Tip Radius
0.063 inches
Right Side Bottom Flange Thickness
0.063 inches
Fillet Radius Where Top Left Flange Joins Web Flange/leg
0.125 inches
Fillet Radius Where Bottom Right Flange Joins Web Flange/leg
0.125 inches
Web Flange Thickness
0.063 inches
Top Flange Width
1.000 inches
Bottom Flange Width
1.000 inches
Weight Per Unit Measure
0.196 pounds per linear foot
First Tip Style
Lower radius
Second Tip Radius
0.063 inches
Second Tip Relationship To First Tip
Not identical
Second Tip Style
Upper radius
Left Top Inside Angle
90.0 degrees
Right Bottom Inside Angle
90.0 degrees
Heat Treatment
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 t6511 temper
NSN
9540-00-008-2216
Part Number
LS10138-0505-5
Description
Beam,structural
CAGE
98897

Part LS10138-0505-5 NSN 9540-00-008-2216

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:
0.2000lbs
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:
013455
UFC:
05820
LTL:
60.0
LCL:
--
WCC:
576
TCC:
Z
SHC:
R
ACC:
Construction Materials

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