Home » Archimedes archive » Archimedes World » AW-1996-07.adf » !Ignotum_Ignotum » !Ignotum/Formulae/Soli
!Ignotum/Formulae/Soli
This website contains an archive of files for the Acorn Electron, BBC Micro, Acorn Archimedes, Commodore 16 and Commodore 64 computers, which Dominic Ford has rescued from his private collection of floppy disks and cassettes.
Some of these files were originally commercial releases in the 1980s and 1990s, but they are now widely available online. I assume that copyright over them is no longer being asserted. If you own the copyright and would like files to be removed, please contact me.
| Tape/disk: | Home » Archimedes archive » Archimedes World » AW-1996-07.adf » !Ignotum_Ignotum |
| Filename: | !Ignotum/Formulae/Soli |
| Read OK: | ✔ |
| File size: | 0344 bytes |
| Load address: | 0000 |
| Exec address: | 0000 |
File contents
# Physics > Solids F=kx Known as Hooke's law, where: F=tension in a material (N) k=spring constant for the material (N/m) x=extension of the material (m) stress=F/A Where: F=tension in a material (N) A=cross-sectional area or material (m�) Units: N/m� strain=x/l Where: x=extension of the material in tension l=original length of material Note: It has no units, it is merely a ratio Young modulus=stress/strain Young modulus is a way of measuring the strength of a material independant of its size, length, area etc. Units: N/m� E=�kx� Where: E=elastic strain energy (J) k=spring constant for the material (N/m) x=extension of the material (m) E/V=� stress � strain Where: E/V=elastic strain energy per unit volume
00000000 23 20 50 68 79 73 69 63 73 20 3e 20 53 6f 6c 69 |# Physics > Soli| 00000010 64 73 0a 46 3d 6b 78 0a 4b 6e 6f 77 6e 20 61 73 |ds.F=kx.Known as| 00000020 20 48 6f 6f 6b 65 27 73 20 6c 61 77 2c 20 77 68 | Hooke's law, wh| 00000030 65 72 65 3a 0a 46 3d 74 65 6e 73 69 6f 6e 20 69 |ere:.F=tension i| 00000040 6e 20 61 20 6d 61 74 65 72 69 61 6c 20 28 4e 29 |n a material (N)| 00000050 0a 6b 3d 73 70 72 69 6e 67 20 63 6f 6e 73 74 61 |.k=spring consta| 00000060 6e 74 20 66 6f 72 20 74 68 65 20 6d 61 74 65 72 |nt for the mater| 00000070 69 61 6c 20 28 4e 2f 6d 29 0a 78 3d 65 78 74 65 |ial (N/m).x=exte| 00000080 6e 73 69 6f 6e 20 6f 66 20 74 68 65 20 6d 61 74 |nsion of the mat| 00000090 65 72 69 61 6c 20 28 6d 29 0a 0a 73 74 72 65 73 |erial (m)..stres| 000000a0 73 3d 46 2f 41 0a 57 68 65 72 65 3a 0a 46 3d 74 |s=F/A.Where:.F=t| 000000b0 65 6e 73 69 6f 6e 20 69 6e 20 61 20 6d 61 74 65 |ension in a mate| 000000c0 72 69 61 6c 20 28 4e 29 0a 41 3d 63 72 6f 73 73 |rial (N).A=cross| 000000d0 2d 73 65 63 74 69 6f 6e 61 6c 20 61 72 65 61 20 |-sectional area | 000000e0 6f 72 20 6d 61 74 65 72 69 61 6c 20 28 6d b2 29 |or material (m.)| 000000f0 0a 55 6e 69 74 73 3a 20 4e 2f 6d b2 0a 0a 73 74 |.Units: N/m...st| 00000100 72 61 69 6e 3d 78 2f 6c 0a 57 68 65 72 65 3a 0a |rain=x/l.Where:.| 00000110 78 3d 65 78 74 65 6e 73 69 6f 6e 20 6f 66 20 74 |x=extension of t| 00000120 68 65 20 6d 61 74 65 72 69 61 6c 20 69 6e 20 74 |he material in t| 00000130 65 6e 73 69 6f 6e 0a 6c 3d 6f 72 69 67 69 6e 61 |ension.l=origina| 00000140 6c 20 6c 65 6e 67 74 68 20 6f 66 20 6d 61 74 65 |l length of mate| 00000150 72 69 61 6c 0a 4e 6f 74 65 3a 20 49 74 20 68 61 |rial.Note: It ha| 00000160 73 20 6e 6f 20 75 6e 69 74 73 2c 20 69 74 20 69 |s no units, it i| 00000170 73 20 6d 65 72 65 6c 79 20 61 0a 72 61 74 69 6f |s merely a.ratio| 00000180 0a 59 6f 75 6e 67 20 6d 6f 64 75 6c 75 73 3d 73 |.Young modulus=s| 00000190 74 72 65 73 73 2f 73 74 72 61 69 6e 0a 59 6f 75 |tress/strain.You| 000001a0 6e 67 20 6d 6f 64 75 6c 75 73 20 69 73 20 61 20 |ng modulus is a | 000001b0 77 61 79 20 6f 66 20 6d 65 61 73 75 72 69 6e 67 |way of measuring| 000001c0 20 74 68 65 0a 73 74 72 65 6e 67 74 68 20 6f 66 | the.strength of| 000001d0 20 61 20 6d 61 74 65 72 69 61 6c 20 69 6e 64 65 | a material inde| 000001e0 70 65 6e 64 61 6e 74 20 6f 66 20 69 74 73 0a 73 |pendant of its.s| 000001f0 69 7a 65 2c 20 6c 65 6e 67 74 68 2c 20 61 72 65 |ize, length, are| 00000200 61 20 65 74 63 2e 0a 55 6e 69 74 73 3a 20 4e 2f |a etc..Units: N/| 00000210 6d b2 0a 0a 45 3d bd 6b 78 b2 0a 57 68 65 72 65 |m...E=.kx..Where| 00000220 3a 0a 45 3d 65 6c 61 73 74 69 63 20 73 74 72 61 |:.E=elastic stra| 00000230 69 6e 20 65 6e 65 72 67 79 20 28 4a 29 0a 6b 3d |in energy (J).k=| 00000240 73 70 72 69 6e 67 20 63 6f 6e 73 74 61 6e 74 20 |spring constant | 00000250 66 6f 72 20 74 68 65 20 6d 61 74 65 72 69 61 6c |for the material| 00000260 20 28 4e 2f 6d 29 0a 78 3d 65 78 74 65 6e 73 69 | (N/m).x=extensi| 00000270 6f 6e 20 6f 66 20 74 68 65 20 6d 61 74 65 72 69 |on of the materi| 00000280 61 6c 20 28 6d 29 0a 0a 45 2f 56 3d bd 20 73 74 |al (m)..E/V=. st| 00000290 72 65 73 73 20 d7 20 73 74 72 61 69 6e 0a 57 68 |ress . strain.Wh| 000002a0 65 72 65 3a 0a 45 2f 56 3d 65 6c 61 73 74 69 63 |ere:.E/V=elastic| 000002b0 20 73 74 72 61 69 6e 20 65 6e 65 72 67 79 20 70 | strain energy p| 000002c0 65 72 20 75 6e 69 74 20 76 6f 6c 75 6d 65 0a 0a |er unit volume..| 000002d0 0a 0a 0a 0a 0a 0a 0a 0a 0a 0a 0a 0a 0a 0a 0a 0a |................| * 00000340 0a 0a 0a 0a |....| 00000344
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