Model: LS1229

Structural Beam

Properties:

Fabrication Method
Extruded
Overall Height
2.000 inches
Length
Between 10.000 feet and 12.000 feet
Left Side Top Flange Thickness
0.100 inches
Right Side Top Flange Thickness
0.100 inches
Basic Shape Style
T shape
Leg Thickness
0.190 inches
Left Side Top Flange Distance To Center Of Both Flanges
1.850 inches
Right Side Top Flange Distance To Center Of Both Flanges
1.850 inches
Fillet Radius Where Top Left Flange Joins Web Flange/leg
0.188 inches
Fillet Radius Where Top Right Flange Joins Web Flange/leg
0.188 inches
Top Flange Width
3.700 inches
Weight Per Unit Measure
0.950 pounds per linear foot
First Tip Style
Square end
Third Tip Radius
0.188 inches
Third Tip Diameter
0.376 inches
First Tip Taper Length
0.121 inches
First Tip Thickness
0.030 inches
Second Tip Relationship To First Tip
Identical
Third Tip Relationship To Preceding Tips
Not identical
Third Tip Style
Left bulbous
Right Top Inside Angle
90.0 degrees
Left Top Inside Angle
90.0 degrees
Heat Treatment
T-6 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
NSN
9540-00-169-3664
Part Number
LS1229
Description
Beam,structural
CAGE
98897

Part LS1229 NSN 9540-00-169-3664

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

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