BADGERMECX MATERIALS · LIBRARY v1.1.0
Engineering materials data, with the source on every value.
Structural, thermal, fatigue and nonlinear data for metals, concrete, timber and composites — every number marked minimum, characteristic, design, typical or derived, and linked to the document it came from.
- Materials
- 99
- Property kinds
- 69
- Sources
- 23
- Values without a source
- 0
Browse by analysis
What are you modelling?
STRUCTURAL
Elastic constants and design strengths
E, G, ν · f_y, f_u by thickness · orthotropic timber and laminae
NONLINEAR FE
Material models for FE
elastic–plastic, true stress–strain, steel at temperature
FATIGUE
Fatigue strength curves
Δσ–N detail categories, constant-amplitude and cut-off limits
THERMAL & FIRE
Properties against temperature
λ, c_p, α · reduction factors to 1200 °C
ELECTRICAL
Conductivity and resistivity
conductors, stainless and copper alloys
CFD · SOON
Fluids and gases
ρ, μ, λ, c_p, Pr against T and p
MAGNETIC · SOON
Electrical steels and magnets
B–H curves, losses, remanence
The table of materials
Families
count · symbol · group · range in the library
04St
Steel
Structural steel
f_y 235–450 MPa
03Rb
Steel
Reinforcing steel
f_y 500 MPa
07Sa
Steel
Stainless steel, austenitic
f_y 220–350 MPa
02Sd
Steel
Stainless steel, duplex
f_y 450–500 MPa
02Sf
Steel
Stainless steel, ferritic
f_y 260–280 MPa
18Al
Aluminium
Aluminium extrusions
f_o 110–290 MPa
01Ac
Aluminium
Aluminium, conductor and sheet grade
f_o 20 MPa
14Cc
Concrete
Normal-weight concrete
f_ck 12–90 MPa
12Sw
Timber
Solid timber, softwood
f_m,k 14–50 MPa
14Hw
Timber
Solid timber, hardwood
f_m,k 18–80 MPa
06Gh
Timber
Glued laminated timber, homogeneous
f_m,k 20–32 MPa
06Gc
Timber
Glued laminated timber, combined
f_m,k 20–32 MPa
01Rf
Copper
Reference
—
01Cu
Copper
Copper
f_y 140 MPa
01Br
Copper
Brass
—
01Ti
Titanium
Titanium
f_y 275 MPa
01Tx
Titanium
Titanium alloy
f_y 828 MPa
01Ni
Nickel
Nickel alloy
f_y 414 MPa
02Cf
Composite
UD lamina, carbon
X_t 1500 MPa
01Gf
Composite
UD lamina, glass
X_t 1062 MPa
01Af
Composite
UD lamina, aramid
—
All materials
Sort, filter, open
99 materials| Group | Standard / source | ||||||
|---|---|---|---|---|---|---|---|
| S235 Pro | Structural steel | EN 10025-2 | 210 | 7850 | 235 f_y | 12 | 53.33 |
| S275 Pro | Structural steel | EN 10025-2 | 210 | 7850 | 275 f_y | 12 | 53.33 |
| S355 Pro | Structural steel | EN 10025-2 | 210 | 7850 | 355 f_y | 12 | 53.33 |
| S450 Pro | Structural steel | EN 10025-2 | 210 | 7850 | 450 f_y | 12 | 53.33 |
| B500A Pro | Reinforcing steel | EN 1992-1-1 Annex C | 200 | 7850 | 500 f_y | — | — |
| B500B Pro | Reinforcing steel | EN 1992-1-1 Annex C | 200 | 7850 | 500 f_y | — | — |
| B500C Pro | Reinforcing steel | EN 1992-1-1 Annex C | 200 | 7850 | 500 f_y | — | — |
| 1.4301 (X5CrNi18-10) Pro | Stainless steel, austenitic | EN 1993-1-4 · EN 10088 | 200 | 7900 | 230 f_y | 16 | 15 |
| 1.4307 (X2CrNi18-9) Pro | Stainless steel, austenitic | EN 1993-1-4 · EN 10088 | 200 | 7900 | 220 f_y | 16 | 15 |
| 1.4318 (X2CrNiN18-7) Pro | Stainless steel, austenitic | EN 1993-1-4 · EN 10088 | 200 | 7900 | 350 f_y | 16 | 15 |
| 1.4401 (X5CrNiMo17-12-2) Pro | Stainless steel, austenitic | EN 1993-1-4 · EN 10088 | 200 | 8000 | 240 f_y | 16 | 15 |
| 1.4404 (X2CrNiMo17-12-2) Pro | Stainless steel, austenitic | EN 1993-1-4 · EN 10088 | 200 | 8000 | 240 f_y | 16 | 15 |
| 1.4541 (X6CrNiTi18-10) Pro | Stainless steel, austenitic | EN 1993-1-4 · EN 10088 | 200 | 7900 | 220 f_y | 16 | 15 |
| 1.4571 (X6CrNiMoTi17-12-2) Pro | Stainless steel, austenitic | EN 1993-1-4 · EN 10088 | 200 | 8000 | 240 f_y | 16.5 | 15 |
| 1.4362 (X2CrNiN23-4) Pro | Stainless steel, duplex | EN 1993-1-4 · EN 10088 | 200 | 7800 | 450 f_y | 13 | 15 |
| 1.4462 (X2CrNiMoN22-5-3) Pro | Stainless steel, duplex | EN 1993-1-4 · EN 10088 | 200 | 7800 | 500 f_y | 13 | 15 |
| 1.4003 (X2CrNi12) Pro | Stainless steel, ferritic | EN 1993-1-4 · EN 10088 | 220 | 7700 | 280 f_y | 10.4 | 25 |
| 1.4016 (X6Cr17) Pro | Stainless steel, ferritic | EN 1993-1-4 · EN 10088 | 220 | 7700 | 260 f_y | 10 | 25 |
| EN AW-5083 O/H111, F, H112 Pro | Aluminium extrusions | EN 1999-1-1 | 70 | 2700 | 110 f_o | 23 | 110 |
| EN AW-5083 H12/H22/H32 Pro | Aluminium extrusions | EN 1999-1-1 | 70 | 2700 | 200 f_o | 23 | 110 |
| EN AW-5083 H14/H24/H34 Pro | Aluminium extrusions | EN 1999-1-1 | 70 | 2700 | 235 f_o | 23 | 110 |
| EN AW-6060 T5 Pro | Aluminium extrusions | EN 1999-1-1 | 70 | 2700 | 120 f_o | 23 | — |
| EN AW-6060 T6 Pro | Aluminium extrusions | EN 1999-1-1 | 70 | 2700 | 140 f_o | 23 | — |
| EN AW-6060 T64 Pro | Aluminium extrusions | EN 1999-1-1 | 70 | 2700 | 120 f_o | 23 | — |
| EN AW-6060 T66 Pro | Aluminium extrusions | EN 1999-1-1 | 70 | 2700 | 160 f_o | 23 | — |
| EN AW-6061 T4 Pro | Aluminium extrusions | EN 1999-1-1 | 70 | 2700 | 110 f_o | 23 | 170 |
| EN AW-6061 T6 Pro | Aluminium extrusions | EN 1999-1-1 | 70 | 2700 | 240 f_o | 23 | 170 |
| EN AW-6063 T5 Pro | Aluminium extrusions | EN 1999-1-1 | 70 | 2700 | 130 f_o | 23 | — |
| EN AW-6063 T6 Pro | Aluminium extrusions | EN 1999-1-1 | 70 | 2700 | 160 f_o | 23 | — |
| EN AW-6063 T66 Pro | Aluminium extrusions | EN 1999-1-1 | 70 | 2700 | 200 f_o | 23 | — |
| EN AW-6005A T6 Pro | Aluminium extrusions | EN 1999-1-1 | 70 | 2700 | 225 f_o | 23 | — |
| EN AW-6106 T6 Pro | Aluminium extrusions | EN 1999-1-1 | 70 | 2700 | 200 f_o | 23 | — |
| EN AW-6082 T4 Pro | Aluminium extrusions | EN 1999-1-1 | 70 | 2700 | 110 f_o | 23 | 170 |
| EN AW-6082 T5 Pro | Aluminium extrusions | EN 1999-1-1 | 70 | 2700 | 230 f_o | 23 | 170 |
| EN AW-6082 T6 Pro | Aluminium extrusions | EN 1999-1-1 | 70 | 2700 | 250 f_o | 23 | 170 |
| EN AW-7020 T6 Pro | Aluminium extrusions | EN 1999-1-1 | 70 | 2700 | 290 f_o | 23 | — |
| EN AW-1050A O/H111 Pro | Aluminium, conductor and sheet grade | EN 485-2 | 69 | 2700 | 20 f_o | 23.5 | 210 |
| C12/15 Pro | Normal-weight concrete | EN 1992-1-1 | 27 | 2447 | 12 f_ck | 10 | — |
| C16/20 Pro | Normal-weight concrete | EN 1992-1-1 | 29 | 2447 | 16 f_ck | 10 | — |
| C20/25 Pro | Normal-weight concrete | EN 1992-1-1 | 30 | 2447 | 20 f_ck | 10 | — |
| C25/30 Pro | Normal-weight concrete | EN 1992-1-1 | 31 | 2447 | 25 f_ck | 10 | — |
| C30/37 Pro | Normal-weight concrete | EN 1992-1-1 | 33 | 2447 | 30 f_ck | 10 | — |
| C35/45 Pro | Normal-weight concrete | EN 1992-1-1 | 34 | 2447 | 35 f_ck | 10 | — |
| C40/50 Pro | Normal-weight concrete | EN 1992-1-1 | 35 | 2447 | 40 f_ck | 10 | — |
| C45/55 Pro | Normal-weight concrete | EN 1992-1-1 | 36 | 2447 | 45 f_ck | 10 | — |
| C50/60 Pro | Normal-weight concrete | EN 1992-1-1 | 37 | 2447 | 50 f_ck | 10 | — |
| C55/67 Pro | Normal-weight concrete | EN 1992-1-1 | 38 | 2447 | 55 f_ck | 10 | — |
| C60/75 Pro | Normal-weight concrete | EN 1992-1-1 | 39 | 2447 | 60 f_ck | 10 | — |
| C70/85 Pro | Normal-weight concrete | EN 1992-1-1 | 41 | 2447 | 70 f_ck | 10 | — |
| C80/95 Pro | Normal-weight concrete | EN 1992-1-1 | 42 | 2447 | 80 f_ck | 10 | — |
| C90/105 Pro | Normal-weight concrete | EN 1992-1-1 | 44 | 2447 | 90 f_ck | 10 | — |
| C14 Pro | Solid timber, softwood | EN 338:2016 | 7 E₁ | 350 | 14 f_m,k | — | — |
| C16 Pro | Solid timber, softwood | EN 338:2016 | 8 E₁ | 370 | 16 f_m,k | — | — |
| C18 Pro | Solid timber, softwood | EN 338:2016 | 9 E₁ | 380 | 18 f_m,k | — | — |
| C20 Pro | Solid timber, softwood | EN 338:2016 | 9.5 E₁ | 400 | 20 f_m,k | — | — |
| C22 Pro | Solid timber, softwood | EN 338:2016 | 10 E₁ | 410 | 22 f_m,k | — | — |
| C24 Pro | Solid timber, softwood | EN 338:2016 | 11 E₁ | 420 | 24 f_m,k | — | — |
| C27 Pro | Solid timber, softwood | EN 338:2016 | 11.5 E₁ | 430 | 27 f_m,k | — | — |
| C30 Pro | Solid timber, softwood | EN 338:2016 | 12 E₁ | 460 | 30 f_m,k | — | — |
| C35 Pro | Solid timber, softwood | EN 338:2016 | 13 E₁ | 470 | 35 f_m,k | — | — |
| C40 Pro | Solid timber, softwood | EN 338:2016 | 14 E₁ | 480 | 40 f_m,k | — | — |
| C45 Pro | Solid timber, softwood | EN 338:2016 | 15 E₁ | 490 | 45 f_m,k | — | — |
| C50 Pro | Solid timber, softwood | EN 338:2016 | 16 E₁ | 520 | 50 f_m,k | — | — |
| D18 Pro | Solid timber, hardwood | EN 338:2016 | 9.5 E₁ | 570 | 18 f_m,k | — | — |
| D24 Pro | Solid timber, hardwood | EN 338:2016 | 10 E₁ | 580 | 24 f_m,k | — | — |
| D27 Pro | Solid timber, hardwood | EN 338:2016 | 10.5 E₁ | 610 | 27 f_m,k | — | — |
| D30 Pro | Solid timber, hardwood | EN 338:2016 | 11 E₁ | 640 | 30 f_m,k | — | — |
| D35 Pro | Solid timber, hardwood | EN 338:2016 | 12 E₁ | 650 | 35 f_m,k | — | — |
| D40 Pro | Solid timber, hardwood | EN 338:2016 | 13 E₁ | 660 | 40 f_m,k | — | — |
| D45 Pro | Solid timber, hardwood | EN 338:2016 | 13.5 E₁ | 700 | 45 f_m,k | — | — |
| D50 Pro | Solid timber, hardwood | EN 338:2016 | 14 E₁ | 740 | 50 f_m,k | — | — |
| D55 Pro | Solid timber, hardwood | EN 338:2016 | 15.5 E₁ | 790 | 55 f_m,k | — | — |
| D60 Pro | Solid timber, hardwood | EN 338:2016 | 17 E₁ | 840 | 60 f_m,k | — | — |
| D65 Pro | Solid timber, hardwood | EN 338:2016 | 18.5 E₁ | 900 | 65 f_m,k | — | — |
| D70 Pro | Solid timber, hardwood | EN 338:2016 | 20 E₁ | 960 | 70 f_m,k | — | — |
| D75 Pro | Solid timber, hardwood | EN 338:2016 | 22 E₁ | 1020 | 75 f_m,k | — | — |
| D80 Pro | Solid timber, hardwood | EN 338:2016 | 24 E₁ | 1080 | 80 f_m,k | — | — |
| GL20h Pro | Glued laminated timber, homogeneous | EN 14080:2013 | 8.4 E₁ | 370 | 20 f_m,k | — | — |
| GL24h Pro | Glued laminated timber, homogeneous | EN 14080:2013 | 11.5 E₁ | 420 | 24 f_m,k | — | — |
| GL26h Pro | Glued laminated timber, homogeneous | EN 14080:2013 | 12.1 E₁ | 445 | 26 f_m,k | — | — |
| GL28h Pro | Glued laminated timber, homogeneous | EN 14080:2013 | 12.6 E₁ | 460 | 28 f_m,k | — | — |
| GL30h Pro | Glued laminated timber, homogeneous | EN 14080:2013 | 13.6 E₁ | 480 | 30 f_m,k | — | — |
| GL32h Pro | Glued laminated timber, homogeneous | EN 14080:2013 | 14.2 E₁ | 490 | 32 f_m,k | — | — |
| GL20c Pro | Glued laminated timber, combined | EN 14080:2013 | 10.4 E₁ | 390 | 20 f_m,k | — | — |
| GL24c Pro | Glued laminated timber, combined | EN 14080:2013 | 11 E₁ | 400 | 24 f_m,k | — | — |
| GL26c Pro | Glued laminated timber, combined | EN 14080:2013 | 12 E₁ | 420 | 26 f_m,k | — | — |
| GL28c Pro | Glued laminated timber, combined | EN 14080:2013 | 12.5 E₁ | 420 | 28 f_m,k | — | — |
| GL30c Pro | Glued laminated timber, combined | EN 14080:2013 | 13 E₁ | 430 | 30 f_m,k | — | — |
| GL32c Pro | Glued laminated timber, combined | EN 14080:2013 | 13.5 E₁ | 440 | 32 f_m,k | — | — |
| Annealed copper, IACS reference Pro | Reference | International Annealed Copper Standard | — | 8890 | — | — | — |
| Cu-ETP (CW004A, C11000) Pro | Copper | EN 1652 / EN 13599 | 110 | 8930 | 140 f_y | 16.8 | 394 |
| CuZn37 brass (CW508L) Pro | Brass | EN 1652 | 105 | 8440 | — | 20.2 | 120 |
| Titanium grade 2 (CP) Pro | Titanium | ASTM B265 grade 2 | 105 | 4510 | 275 f_y | 8.6 | 21.79 |
| Ti-6Al-4V (grade 5) Pro | Titanium alloy | ASTM B265 grade 5 | 107 | 4420 | 828 f_y | 9 | 6.6 |
| Alloy 625 (UNS N06625) Pro | Nickel alloy | Special Metals INCONEL 625 | 207.5 | 8440 | 414 f_y | — | 9.8 |
| T300/5208 carbon/epoxy Pro | UD lamina, carbon | Kaw, Table 2.1 | 181 E₁ | 1600 | 1500 X_t | — | — |
| Scotchply 1002 glass/epoxy Pro | UD lamina, glass | Kaw, Table 2.1 | 38.6 E₁ | — | 1062 X_t | — | — |
| AS4/3501-6 carbon/epoxy Pro | UD lamina, carbon | Herakovich (1998) | 148 E₁ | 1520 | — | — | — |
| Kevlar 49/epoxy Pro | UD lamina, aramid | UC3M course data | — | — | — | — | — |
— = not in the sources checked, or part of Pro. Strengths at the first thickness band or product form; open a material for every band.
Popular comparisons
S355 vs EN AW-6082 T6S235 vs S355S355 vs S4501.4301 (X5CrNi18-10) vs 1.4404 (X2CrNiMo17-12-2)C24 vs GL24hC30/37 vs C40/50EN AW-6061 T6 vs EN AW-6082 T61.4462 (X2CrNiMoN22-5-3) vs Ti-6Al-4V (grade 5)
How we build it
min char design typical derived — every value says what kind of number it is.
A value that could not be confirmed, or on which the sources disagree, is left out — never estimated. The library checks itself on every build: units, ranges, f_u ≥ f_y, and that every stiffness matrix is positive definite.