Yield Strength of 6061-T6 Aluminium

Fy,6061-T6=276,000,000 PaF_{y,\mathrm{6061\text{-}T6}} = 276,000,000\ \text{Pa}
Value276,000,000 Pa
StatusMeasured: ± 14,000,000 Pa (0.051 relative)
SourceAluminum Design Manual / ASM Handbook, Vol. 2
CategoriesMaterial PropertiesEngineering & Trade
Yield Strength of 6061-T6 Aluminium in every pressure unit
microbar2,760,000,000 μbar
barye2,760,000,000 Ba
millitorr2,070,170,200 mTorr
pascal276,000,000 Pa
millimeter of water column28,144,167 mmH₂O
pound per square foot5,764,379.8 lb/ft²
centimeter of water column2,814,416.7 cmH₂O
hectopascal2,760,000 hPa
millibar2,760,000 mbar
torr2,070,170.2 Torr
millimeter of mercury2,070,169.9 mmHg
inch of water column1,108,038.1 in w.g.
kilopascal276,000 kPa
foot of water column92,336.508 ft H₂O
inch of mercury81,502.754 inHg
pound per square inch40,030.416 psi
meter of water column28,144.167 m H₂O
decibar27,600 dbar
kilogram-force per square centimeter2,814.4167 kgf/cm²
bar2,760 bar
atmosphere2,723.9082 atm
megapascal276 MPa
kip per square inch40.030416 ksi
gigapascal0.276 GPa
million pounds per square inch0.040030416 Mpsi

Learning zone

Aluminium has no sharp yield point, so its "yield" is defined by convention: the stress at 0.2 % permanent offset strain. For 6061 in the T6 temper — solution heat treated and artificially aged — that is 40 ksi (276 MPa), with 45 ksi ultimate and about 10 % elongation. Temper is everything: the same alloy in the O (annealed) condition yields at only 8 ksi, so a 6061 part is only as strong as its heat treatment history.

The trap is welding. Fusion welding 6061-T6 destroys the aging in the heat-affected zone, and the material there reverts toward annealed properties — codes require the welded zone to be designed at roughly 15–20 ksi yield unless the assembly is re-heat-treated after welding. Bolted and adhesive joints avoid the penalty entirely, which is why aluminium truck bodies and ladders are riveted or bolted rather than welded. Aluminium also lacks a fatigue endurance limit, so cyclic applications need a finite-life design rather than a stress below some threshold.