Model: 135795

Structural Beam

Properties:

Fabrication Method
Extruded
Overall Height
1.125 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
First Tip Radius
0.062 inches
Leg Thickness
0.090 inches
Left Side Top Flange Distance To Center Of Both Flanges
1.719 inches
Right Side Top Flange Distance To Center Of Both Flanges
1.719 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
3.438 inches
Weight Per Unit Measure
0.654 pounds per linear foot
First Tip Style
Lower bulbous
Third Tip Inner Radius
0.031 inches
Third Tip Outer Radius
0.031 inches
First Tip Diameter
0.312 inches
Second Tip Relationship To First Tip
Identical
Third Tip Relationship To Preceding Tips
Not identical
Third Tip Style
Square w/ inner and outer corner radii
Right Top Inside Angle
90.0 degrees
Left Top Inside Angle
90.0 degrees
Heat Treatment
O-annealed
Material
Aluminum alloy ams-qq-a-200/11, alloy 7075
Material
Aluminum alloy ams-qq-a-200/11, alloy 7075
Nondefinitive Specification/std Data
0 temper
NSN
9540-01-011-9732
Part Number
135795
Description
Beam,structural
CAGE

Part 135795 NSN 9540-01-011-9732

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:
5.0000lbs
Item Weight:
--
Item Dim:
--
OPI
SPI No.
SPI Rev.
SPC Mkg.
LVL A
LVL B
OPI:
M
SPI No.:
SPI Rev.:
SPC Mkg:
ZZ
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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