Home » Archimedes archive » Acorn User » AU 1997-01 B.adf » Regulars » StarInfo/Allen/!Ignotum/Formulae/Formulae/Soli
StarInfo/Allen/!Ignotum/Formulae/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 » Acorn User » AU 1997-01 B.adf » Regulars |
| Filename: | StarInfo/Allen/!Ignotum/Formulae/Formulae/Soli |
| Read OK: | ✔ |
| File size: | 04C8 bytes |
| Load address: | 0000 |
| Exec address: | 0000 |
File contents
# Physics > Solids # New entries should take the form of: # Formula # Note 1 # Note 2 # Note 3 # Note 4 # Note 5 # Formula # Note 1 # And so on... # To fit snugly into the window, each line should be no longer # than 42 characters. # There is a limit of 25 formulas per topic. # Any notes should be made here, at the beginning and should # be preceeded by a hash (#). 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 0a 23 20 4e 65 77 20 65 6e 74 72 69 65 |ds..# New entrie| 00000020 73 20 73 68 6f 75 6c 64 20 74 61 6b 65 20 74 68 |s should take th| 00000030 65 20 66 6f 72 6d 20 6f 66 3a 0a 23 20 20 20 20 |e form of:.# | 00000040 20 46 6f 72 6d 75 6c 61 0a 23 20 20 20 20 20 4e | Formula.# N| 00000050 6f 74 65 20 31 0a 23 20 20 20 20 20 4e 6f 74 65 |ote 1.# Note| 00000060 20 32 0a 23 20 20 20 20 20 4e 6f 74 65 20 33 0a | 2.# Note 3.| 00000070 23 20 20 20 20 20 4e 6f 74 65 20 34 0a 23 20 20 |# Note 4.# | 00000080 20 20 20 4e 6f 74 65 20 35 0a 23 20 20 20 20 20 | Note 5.# | 00000090 46 6f 72 6d 75 6c 61 0a 23 20 20 20 20 20 4e 6f |Formula.# No| 000000a0 74 65 20 31 0a 23 20 20 20 20 20 41 6e 64 20 73 |te 1.# And s| 000000b0 6f 20 6f 6e 2e 2e 2e 0a 23 20 54 6f 20 66 69 74 |o on....# To fit| 000000c0 20 73 6e 75 67 6c 79 20 69 6e 74 6f 20 74 68 65 | snugly into the| 000000d0 20 77 69 6e 64 6f 77 2c 20 65 61 63 68 20 6c 69 | window, each li| 000000e0 6e 65 20 73 68 6f 75 6c 64 20 62 65 20 6e 6f 20 |ne should be no | 000000f0 6c 6f 6e 67 65 72 0a 23 20 74 68 61 6e 20 34 32 |longer.# than 42| 00000100 20 63 68 61 72 61 63 74 65 72 73 2e 0a 23 20 54 | characters..# T| 00000110 68 65 72 65 20 69 73 20 61 20 6c 69 6d 69 74 20 |here is a limit | 00000120 6f 66 20 32 35 20 66 6f 72 6d 75 6c 61 73 20 70 |of 25 formulas p| 00000130 65 72 20 74 6f 70 69 63 2e 0a 0a 23 20 41 6e 79 |er topic...# Any| 00000140 20 6e 6f 74 65 73 20 73 68 6f 75 6c 64 20 62 65 | notes should be| 00000150 20 6d 61 64 65 20 68 65 72 65 2c 20 61 74 20 74 | made here, at t| 00000160 68 65 20 62 65 67 69 6e 6e 69 6e 67 20 61 6e 64 |he beginning and| 00000170 20 73 68 6f 75 6c 64 0a 23 20 62 65 20 70 72 65 | should.# be pre| 00000180 63 65 65 64 65 64 20 62 79 20 61 20 68 61 73 68 |ceeded by a hash| 00000190 20 28 23 29 2e 0a 0a 46 3d 6b 78 0a 4b 6e 6f 77 | (#)...F=kx.Know| 000001a0 6e 20 61 73 20 48 6f 6f 6b 65 27 73 20 6c 61 77 |n as Hooke's law| 000001b0 2c 20 77 68 65 72 65 3a 0a 46 3d 74 65 6e 73 69 |, where:.F=tensi| 000001c0 6f 6e 20 69 6e 20 61 20 6d 61 74 65 72 69 61 6c |on in a material| 000001d0 20 28 4e 29 0a 6b 3d 73 70 72 69 6e 67 20 63 6f | (N).k=spring co| 000001e0 6e 73 74 61 6e 74 20 66 6f 72 20 74 68 65 20 6d |nstant for the m| 000001f0 61 74 65 72 69 61 6c 20 28 4e 2f 6d 29 0a 78 3d |aterial (N/m).x=| 00000200 65 78 74 65 6e 73 69 6f 6e 20 6f 66 20 74 68 65 |extension of the| 00000210 20 6d 61 74 65 72 69 61 6c 20 28 6d 29 0a 0a 73 | material (m)..s| 00000220 74 72 65 73 73 3d 46 2f 41 0a 57 68 65 72 65 3a |tress=F/A.Where:| 00000230 0a 46 3d 74 65 6e 73 69 6f 6e 20 69 6e 20 61 20 |.F=tension in a | 00000240 6d 61 74 65 72 69 61 6c 20 28 4e 29 0a 41 3d 63 |material (N).A=c| 00000250 72 6f 73 73 2d 73 65 63 74 69 6f 6e 61 6c 20 61 |ross-sectional a| 00000260 72 65 61 20 6f 72 20 6d 61 74 65 72 69 61 6c 20 |rea or material | 00000270 28 6d b2 29 0a 55 6e 69 74 73 3a 20 4e 2f 6d b2 |(m.).Units: N/m.| 00000280 0a 0a 73 74 72 61 69 6e 3d 78 2f 6c 0a 57 68 65 |..strain=x/l.Whe| 00000290 72 65 3a 0a 78 3d 65 78 74 65 6e 73 69 6f 6e 20 |re:.x=extension | 000002a0 6f 66 20 74 68 65 20 6d 61 74 65 72 69 61 6c 20 |of the material | 000002b0 69 6e 20 74 65 6e 73 69 6f 6e 0a 6c 3d 6f 72 69 |in tension.l=ori| 000002c0 67 69 6e 61 6c 20 6c 65 6e 67 74 68 20 6f 66 20 |ginal length of | 000002d0 6d 61 74 65 72 69 61 6c 0a 4e 6f 74 65 3a 20 49 |material.Note: I| 000002e0 74 20 68 61 73 20 6e 6f 20 75 6e 69 74 73 2c 20 |t has no units, | 000002f0 69 74 20 69 73 20 6d 65 72 65 6c 79 20 61 0a 72 |it is merely a.r| 00000300 61 74 69 6f 0a 59 6f 75 6e 67 20 6d 6f 64 75 6c |atio.Young modul| 00000310 75 73 3d 73 74 72 65 73 73 2f 73 74 72 61 69 6e |us=stress/strain| 00000320 0a 59 6f 75 6e 67 20 6d 6f 64 75 6c 75 73 20 69 |.Young modulus i| 00000330 73 20 61 20 77 61 79 20 6f 66 20 6d 65 61 73 75 |s a way of measu| 00000340 72 69 6e 67 20 74 68 65 0a 73 74 72 65 6e 67 74 |ring the.strengt| 00000350 68 20 6f 66 20 61 20 6d 61 74 65 72 69 61 6c 20 |h of a material | 00000360 69 6e 64 65 70 65 6e 64 61 6e 74 20 6f 66 20 69 |independant of i| 00000370 74 73 0a 73 69 7a 65 2c 20 6c 65 6e 67 74 68 2c |ts.size, length,| 00000380 20 61 72 65 61 20 65 74 63 2e 0a 55 6e 69 74 73 | area etc..Units| 00000390 3a 20 4e 2f 6d b2 0a 0a 45 3d bd 6b 78 b2 0a 57 |: N/m...E=.kx..W| 000003a0 68 65 72 65 3a 0a 45 3d 65 6c 61 73 74 69 63 20 |here:.E=elastic | 000003b0 73 74 72 61 69 6e 20 65 6e 65 72 67 79 20 28 4a |strain energy (J| 000003c0 29 0a 6b 3d 73 70 72 69 6e 67 20 63 6f 6e 73 74 |).k=spring const| 000003d0 61 6e 74 20 66 6f 72 20 74 68 65 20 6d 61 74 65 |ant for the mate| 000003e0 72 69 61 6c 20 28 4e 2f 6d 29 0a 78 3d 65 78 74 |rial (N/m).x=ext| 000003f0 65 6e 73 69 6f 6e 20 6f 66 20 74 68 65 20 6d 61 |ension of the ma| 00000400 74 65 72 69 61 6c 20 28 6d 29 0a 0a 45 2f 56 3d |terial (m)..E/V=| 00000410 bd 20 73 74 72 65 73 73 20 d7 20 73 74 72 61 69 |. stress . strai| 00000420 6e 0a 57 68 65 72 65 3a 0a 45 2f 56 3d 65 6c 61 |n.Where:.E/V=ela| 00000430 73 74 69 63 20 73 74 72 61 69 6e 20 65 6e 65 72 |stic strain ener| 00000440 67 79 20 70 65 72 20 75 6e 69 74 20 76 6f 6c 75 |gy per unit volu| 00000450 6d 65 0a 0a 0a 0a 0a 0a 0a 0a 0a 0a 0a 0a 0a 0a |me..............| 00000460 0a 0a 0a 0a 0a 0a 0a 0a 0a 0a 0a 0a 0a 0a 0a 0a |................| * 000004c0 0a 0a 0a 0a 0a 0a 0a 0a |........| 000004c8
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