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Design of Aluminum Structure
General:
Aluminum is used in many architectural components of
buildings such as window frame, handrail, awning, canopy, catwalk, and
platforms, etc. It is relatively
light weigh and low strength comparing to structural steel. But, it is easy to be fabricated and has good rust resistance. Design specification:Aluminum Design Manual, 2010 edition. Common aluminum Shapes:
Similar to structural steel, aluminum has shapes from
extrusions (angle, channel, W shape, etc), Sheet & plate, Rod & bar,
Tube & pipe, etc. See Aluminum
design manual Part V for section properties. Material designation:
Aluminum material is defined by its alloy and temper. For
example, 6061-T6 means 6061 alloy and T6 temper. 3004-H12 means 3004 alloy and
H12 temper. The first of the four
numbers defines the major alloying ingredients. For example, the major alloying ingredient of 3004 is
manganese. The major alloying
ingredient of 6061 is magnesium and silicon.
Temper defines fabrication treatment.
For example, H means strain-hardened and T6 means solution heat-treated
and then artificially aged. Mechanical properties:
Mechanical properties of aluminum used in structural
calculations are Ftu: Tensile ultimate strength. Fty: Tensile yield strength. Fcy: Compressive yield strength, Fsu: Shear ultimate strength. Mechanical properties of some aluminum products from Aluminum Design Manual, Table A3.4 are shown below:
Other Engineering Properties:
Coefficient of thermal expansion: 13x10-6/oF or 23x10-6/oC Density: 0.10 lb/in3 or 2.7x103kg/m3. Temperature limits:
Aluminum is sensitive to temperature. For example, 5083 alloy or similar aluminum shall not be subjected to temperatures greater than 150oF. 6061-T5 is limited to 5 minutes for temperature greater than 450oF. Design Methods:Design loads and load combinations
Building-type Structures:
Use loads and load combinations from ASCE 7, Minimum
Design loads for Building and Other Structures. Bridge-type Structures
Use loads and load combinations from AASHTO’s Guide
Standard Specifications for Highway Bridges. Load and Resistance Factor Design (LRFD)
Ru £
fRn Rn = required strength Rn = nominal strength f = resistance factor fRn = design strength Allowable Strength Design (ASD)
Ru £
Rn/W W = safety factor Rn/W = allowable strength Strength of Unwelded Member and Weld Member
It is common to have two or more aluminum members weld together welded together to form a new shape. The heat from weld reduces strength of material around welded area. The strength of member is reduced to account for welding in Aluminum Design Manual. |
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