Current Events > You're solving an equation and you want to use a Greek letter for a constant.

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Garioshi 02/25/20 8:00:12 PM #1:	What letter are you using? I'm going with , personally. --- "I play with myself" - Darklit_Minuet, 2018 <cite>Garioshi posted [p:934874716] in You're sol... [t:78431766]...</cite> <quote>What letter are you using? I'm going with , personally. </quote> ... Copied to Clipboard!
AFrench2 02/25/20 8:01:28 PM #2:	Sigma cuz of megaman --- Ohh boy <cite>AFrench2 posted [p:934874757] in You're sol... [t:78431766]...</cite> <quote>Sigma cuz of megaman </quote> ... Copied to Clipboard!
TeaMilk 02/25/20 8:17:53 PM #3:	Lowercase omega () --- http://error1355.com/ce/DocileOrangeCup.html https://imgur.com/UaVD352 Show icons on posts: https://openuserjs.org/scripts/melon/GameFAQs_Show_Icon <cite>TeaMilk posted [p:934875490] in You're sol... [t:78431766]...</cite> <quote>Lowercase omega () </quote> ... Copied to Clipboard!
teepan95 02/26/20 12:43:41 AM #4:	or the least likely to have already been taken --- Baby, I'm an engineer ;) I can calculate (within a reasonable margin of error) how this nut is gonna splash when it hits ya tiddies <cite>teepan95 posted [p:934887594] in You're sol... [t:78431766]...</cite> <quote> or the least likely to have already been taken</quote> ... Copied to Clipboard!
LordFarquad1312 02/26/20 12:48:05 AM #5:	I wouldn't. I'd have to search which ones aren't already associated to something else, I'd rather just use a letter and a subindex if necesary like any decent person. --- El sexo sucio y el planeta limpio. "If you are tired of fear from links... Let Kirby's Nightmare protect you." <cite>LordFarquad1312 posted [p:934887733] in You're sol... [t:78431766]...</cite> <quote>I wouldn't. I'd have to search which ones aren't already associated to something else, I'd rather just use a letter and a subindex if necesary like any decent person. </quote> ... Copied to Clipboard!
Eevee-Trainer 02/26/20 1:46:19 AM #6:	Depends on context. Usually I'll just go alphabetically, with a few exceptions --- My Social Server, Eevee's Mystery Dungeon: https://discord.gg/emd My PMD Rescue Server: https://discord.gg/E57gMQq <cite>Eevee-Trainer posted [p:934889301] in You're sol... [t:78431766]...</cite> <quote>Depends on context. Usually I'll just go alphabetically, with a few exceptions </quote> ... Copied to Clipboard!
PiOverlord 02/26/20 1:49:39 AM #7:	Let me think about it. --- Number of legendary 500 post topics: 33, 500th posts: 28; PiO ATTN: 5 RotM wins 1, LETTEN MY ARROW FLYEN TRUE <cite>PiOverlord posted [p:934889393] in You're sol... [t:78431766]...</cite> <quote>Let me think about it. </quote> ... Copied to Clipboard!
ThyCorndog 02/26/20 1:50:57 AM #8:	Alpha because I'm alpha --- https://imgur.com/6cPXvLN https://imgur.com/hVC4i6j <cite>ThyCorndog posted [p:934889422] in You're sol... [t:78431766]...</cite> <quote>Alpha because I'm alpha </quote> ... Copied to Clipboard!
Wewillrocku 02/26/20 1:53:09 AM #9:	none, they're all bad. --- sometimes queen wrote about the sun. fiction wrote about it too. <cite>Wewillrocku posted [p:934889469] in You're sol... [t:78431766]...</cite> <quote>none, they're all bad. </quote> ... Copied to Clipboard!
Distant_Rainbow 02/26/20 2:17:47 AM #10:	Either , or , or just go alphabetically, skipping those already used in the equation. --- Link meets Fire Emblem in CYOA: Tales of Elibe! Come read, and find out what happens! Click below! https://www.gamefaqs.com/boards/468480-fire-emblem/77111212 <cite>Distant_Rainbow posted [p:934890045] in You're sol... [t:78431766]...</cite> <quote>Either , or , or just go alphabetically, skipping those already used in the equation. </quote> ... Copied to Clipboard!
Gobstoppers12 02/26/20 2:41:58 AM #11:	I use the number seven (7) --- I write Naruto Fanfiction. But I am definitely not a furry. <cite>Gobstoppers12 posted [p:934890508] in You're sol... [t:78431766]...</cite> <quote>I use the number seven (7) </quote> ... Copied to Clipboard!
Garioshi 02/26/20 11:31:43 AM #12:	teepan95 posted... or the least likely to have already been taken because they're a fucking pain to write --- "I play with myself" - Darklit_Minuet, 2018 <cite>Garioshi posted [p:934901189] in You're sol... [t:78431766]...</cite> <quote>teepan95 posted... </cite> <quote> or the least likely to have already been taken</quote>because they're a fucking pain to write </quote> ... Copied to Clipboard!
teepan95 02/26/20 12:06:51 PM #13:	Garioshi posted... teepan95 posted... or the least likely to have already been taken because they're a fucking pain to write Only for weaklings You're not a weakling, are you? --- Baby, I'm an engineer ;) I can calculate (within a reasonable margin of error) how this nut is gonna splash when it hits ya tiddies <cite>teepan95 posted [p:934902613] in You're sol... [t:78431766]...</cite> <quote>Garioshi posted...</cite> <quote>teepan95 posted... </cite> <quote> or the least likely to have already been taken</quote>because they're a fucking pain to write </quote> Only for weaklings You're not a weakling, are you?</quote> ... Copied to Clipboard!
Jabodie 02/26/20 12:08:49 PM #14:	alpha unless it's in the equation. But sometimes I'll just use a square or something. --- <insert sig here> <cite>Jabodie posted [p:934902708] in You're sol... [t:78431766]...</cite> <quote>alpha unless it's in the equation. But sometimes I'll just use a square or something. </quote> ... Copied to Clipboard!
Jabodie 02/26/20 12:09:21 PM #15:	teepan95 posted... or the least likely to have already been taken In my field these variable are used all the time lol --- <insert sig here> <cite>Jabodie posted [p:934902733] in You're sol... [t:78431766]...</cite> <quote>teepan95 posted... </cite> <quote> or the least likely to have already been taken</quote>In my field these variable are used all the time lol </quote> ... Copied to Clipboard!
teepan95 02/26/20 12:10:11 PM #16:	Jabodie posted... teepan95 posted... or the least likely to have already been taken In my field these variable are used all the time lol Which field? --- Baby, I'm an engineer ;) I can calculate (within a reasonable margin of error) how this nut is gonna splash when it hits ya tiddies <cite>teepan95 posted [p:934902764] in You're sol... [t:78431766]...</cite> <quote>Jabodie posted...</cite> <quote> teepan95 posted... </cite> <quote> or the least likely to have already been taken </quote>In my field these variable are used all the time lol </quote> Which field?</quote> ... Copied to Clipboard!
Questionmarktarius 02/26/20 12:26:40 PM #17:	Be a rebel and use poop emoji instead <cite>Questionmarktarius posted [p:934903500] in You're sol... [t:78431766]...</cite> <quote>Be a rebel and use poop emoji instead </quote> ... Copied to Clipboard!
NeonOctopus 02/26/20 12:27:25 PM #18:	Alpha cuz I'm alpha as fuck! --- https://i.imgtc.ws/cCF89fl.gif https://i.imgtc.ws/LeYvR5c.gif https://i.imgtc.ws/eNZ2kfM.gif https://i.imgtc.ws/kFyHKqh.jpg https://i.imgtc.ws/eSmBjnF.png <cite>NeonOctopus posted [p:934903533] in You're sol... [t:78431766]...</cite> <quote>Alpha cuz I'm alpha as fuck! </quote> ... Copied to Clipboard!
Jabodie 02/26/20 12:28:22 PM #19:	teepan95 posted... Which field? Structural engineering, particularly in the cases of finite element modeling and structural dynamics (earthquake response). --- <insert sig here> <cite>Jabodie posted [p:934903584] in You're sol... [t:78431766]...</cite> <quote>teepan95 posted... </cite> <quote>Which field?</quote>Structural engineering, particularly in the cases of finite element modeling and structural dynamics (earthquake response). </quote> ... Copied to Clipboard!
Ranting Nord 02/26/20 12:37:21 PM #20:	lmao --- I'll think of a sig later. <cite>Ranting Nord posted [p:934903964] in You're sol... [t:78431766]...</cite> <quote> lmao </quote> ... Copied to Clipboard!
closetjpopfan 02/26/20 1:01:06 PM #21:	Qoppa. <cite>closetjpopfan posted [p:934904942] in You're sol... [t:78431766]...</cite> <quote>Qoppa. </quote> ... Copied to Clipboard!
emblem boy 02/26/20 1:02:02 PM #22:	Beta --- Pitter-patter, let's get at 'er <cite>emblem boy posted [p:934904990] in You're sol... [t:78431766]...</cite> <quote>Beta</quote> ... Copied to Clipboard!
Questionmarktarius 02/26/20 1:03:01 PM #23:	emblem boy posted... Beta Or, use both and , just to mess with everyone. <cite>Questionmarktarius posted [p:934905037] in You're sol... [t:78431766]...</cite> <quote>emblem boy posted... </cite> <quote>Beta</quote>Or, use both and , just to mess with everyone. </quote> ... Copied to Clipboard!
teepan95 02/26/20 1:04:38 PM #24:	Jabodie posted... teepan95 posted... Which field? Structural engineering, particularly in the cases of finite element modeling and structural dynamics (earthquake response). Interesting What do they tend to represent? --- Baby, I'm an engineer ;) I can calculate (within a reasonable margin of error) how this nut is gonna splash when it hits ya tiddies <cite>teepan95 posted [p:934905112] in You're sol... [t:78431766]...</cite> <quote>Jabodie posted...</cite> <quote>teepan95 posted... </cite> <quote> Which field?</quote>Structural engineering, particularly in the cases of finite element modeling and structural dynamics (earthquake response). </quote> Interesting What do they tend to represent?</quote> ... Copied to Clipboard!
MarqueeSeries 02/26/20 1:10:22 PM #25:	I always reserve , , and for angles But if I was gonna go for a constant? Idk, , , , , , , and are already off the table. Probably just a tried and true x, and give it an assignment beforehand --- A hunter is a hunter...even in a dream <cite>MarqueeSeries posted [p:934905328] in You're sol... [t:78431766]...</cite> <quote>I always reserve , , and for angles But if I was gonna go for a constant? Idk, , , , , , , and are already off the table. Probably just a tried and true x, and give it an assignment beforehand</quote> ... Copied to Clipboard!
Jabodie 02/26/20 1:15:32 PM #26:	teepan95 posted... Interesting What do they tend to represent? In dynamic, represents a building damping ratio. Buildings have various components that aren't modeled as part of the structure, but dissipate some of the shaking energy. For convenience these are not modeled directly, but lumped together as damping ratio which generates forces proportional to velocity. If you have a technical background, you might be familiar with [ma(t) + cv(t) + ku(t) = p(t)]. We assume a damping ratio and generate a matrix of C coefficients. In 2D Finite Element modeling, structural components are typically divided/meshed into quads or triangles in x,y,z dimensional space. The prototypical stiffness properties of a quad or triangle is in , , , and individual quad/triangle properties are essentially used to find the Jacobian to go from prototypical element space ( ) to actual space (x y z). Edit: By "2D" modeling, I am referring to 2D elements in 3D space. There are 3D elements as well, but they are not used often in structural analysis. --- <insert sig here> <cite>Jabodie posted [p:934905537] in You're sol... [t:78431766]...</cite> <quote>teepan95 posted... </cite> <quote>Interesting What do they tend to represent?</quote>In dynamic, represents a building damping ratio. Buildings have various components that aren't modeled as part of the structure, but dissipate some of the shaking energy. For convenience these are not modeled directly, but lumped together as damping ratio which generates forces proportional to velocity. If you have a technical background, you might be familiar with [ma(t) + cv(t) + ku(t) = p(t)]. We assume a damping ratio and generate a matrix of C coefficients. In 2D Finite Element modeling, structural components are typically divided/meshed into quads or triangles in x,y,z dimensional space. The prototypical stiffness properties of a quad or triangle is in , , , and individual quad/triangle properties are essentially used to find the Jacobian to go from prototypical element space ( ) to actual space (x y z). Edit: By "2D" modeling, I am referring to 2D elements in 3D space. There are 3D elements as well, but they are not used often in structural analysis. </quote> ... Copied to Clipboard!
teepan95 02/26/20 1:26:23 PM #27:	Jabodie posted... teepan95 posted... Interesting What do they tend to represent? In dynamic, represents a building damping ratio. Buildings have various components that aren't modeled as part of the structure, but dissipate some of the shaking energy. For convenience these are not modeled directly, but lumped together as damping ratio which generates forces proportional to velocity. If you have a technical background, you might be familiar with [ma(t) + cv(t) + ku(t) = p(t)]. We assume a damping ratio and generate a matrix of C coefficients. In 2D Finite Element modeling, structural components are typically divided/meshed into quads or triangles in x,y,z dimensional space. The prototypical stiffness properties of a quad or triangle is in , , , and individual quad/triangle properties are essentially used to find the Jacobian to go from prototypical element space ( ) to actual space (x y z). Oscillations, right? I taught the basics to undergrads last year, so I'm familiar with the equations I'm not familiar with FEM, but I'm about to take an exam on Finite Volume modelling and it involves transforms from Cartesian space to curved ( ) space --- Baby, I'm an engineer ;) I can calculate (within a reasonable margin of error) how this nut is gonna splash when it hits ya tiddies <cite>teepan95 posted [p:934905968] in You're sol... [t:78431766]...</cite> <quote>Jabodie posted...</cite> <quote>teepan95 posted... </cite> <quote> Interesting What do they tend to represent?</quote>In dynamic, represents a building damping ratio. Buildings have various components that aren't modeled as part of the structure, but dissipate some of the shaking energy. For convenience these are not modeled directly, but lumped together as damping ratio which generates forces proportional to velocity. If you have a technical background, you might be familiar with [ma(t) + cv(t) + ku(t) = p(t)]. We assume a damping ratio and generate a matrix of C coefficients. In 2D Finite Element modeling, structural components are typically divided/meshed into quads or triangles in x,y,z dimensional space. The prototypical stiffness properties of a quad or triangle is in , , , and individual quad/triangle properties are essentially used to find the Jacobian to go from prototypical element space ( ) to actual space (x y z). </quote> Oscillations, right? I taught the basics to undergrads last year, so I'm familiar with the equations I'm not familiar with FEM, but I'm about to take an exam on Finite Volume modelling and it involves transforms from Cartesian space to curved ( ) space</quote> ... Copied to Clipboard!
Machete 02/26/20 1:31:38 PM #28:	Whichever one looks most like genitalia, male or female, doesn't matter. --- #TroublesomeTrump #LockTrumpUp <cite>Machete posted [p:934906158] in You're sol... [t:78431766]...</cite> <quote>Whichever one looks most like genitalia, male or female, doesn't matter.</quote> ... Copied to Clipboard!
Garioshi 02/26/20 1:33:44 PM #29:	Machete posted... Whichever one looks most like genitalia, male or female, doesn't matter. ? --- "I play with myself" - Darklit_Minuet, 2018 <cite>Garioshi posted [p:934906247] in You're sol... [t:78431766]...</cite> <quote>Machete posted... </cite> <quote>Whichever one looks most like genitalia, male or female, doesn't matter.</quote>? </quote> ... Copied to Clipboard!
Jabodie 02/26/20 1:34:41 PM #30:	teepan95 posted... Oscillations, right? I taught the basics to undergrads last year, so I'm familiar with the equations I'm not familiar with FEM, but I'm about to take an exam on Finite Volume modelling and it involves transforms from Cartesian space to curved ( ) space More or less, yeah. An earthquake ground motion can be viewed as a highly variable two way oscillator (N-W, E-W). An important fact is that the existence of a velocity based resistance mechanism (viscous damping) has no physical basis, and requires sort of ad hoc adjustments to get reasonable results. And it sounds like you'll be doing similar stuff but more complicated finite element modeling wise. --- <insert sig here> <cite>Jabodie posted [p:934906290] in You're sol... [t:78431766]...</cite> <quote>teepan95 posted... </cite> <quote>Oscillations, right? I taught the basics to undergrads last year, so I'm familiar with the equations I'm not familiar with FEM, but I'm about to take an exam on Finite Volume modelling and it involves transforms from Cartesian space to curved ( ) space</quote>More or less, yeah. An earthquake ground motion can be viewed as a highly variable two way oscillator (N-W, E-W). An important fact is that the existence of a velocity based resistance mechanism (viscous damping) has no physical basis, and requires sort of ad hoc adjustments to get reasonable results. And it sounds like you'll be doing similar stuff but more complicated finite element modeling wise. </quote> ... Copied to Clipboard!
fohstick 02/26/20 1:36:23 PM #31:	i never thought i'd see someone on CE explain FEM. That area of study is extremely hard <cite>fohstick posted [p:934906364] in You're sol... [t:78431766]...</cite> <quote>i never thought i'd see someone on CE explain FEM. That area of study is extremely hard </quote> ... Copied to Clipboard!
Jeff AKA Snoopy 02/26/20 1:39:26 PM #32:	Why would I wanna use a Greek letter? I'll just use x like a pleb --- https://imgur.com/GWG5c3r <cite>Jeff AKA Snoopy posted [p:934906496] in You're sol... [t:78431766]...</cite> <quote>Why would I wanna use a Greek letter? I'll just use x like a pleb </quote> ... Copied to Clipboard!
Jabodie 02/26/20 1:44:54 PM #33:	fohstick posted... i never thought i'd see someone on CE explain FEM. That area of study is extremely hard Well, tbh I'm only lightly familiar with it. I took a course on it to inform my research, but I personally do not use softwares like ANSYS or LSDYNA. We never modeled anything more complicated than a tensile membrane for an assignment. --- <insert sig here> <cite>Jabodie posted [p:934906724] in You're sol... [t:78431766]...</cite> <quote>fohstick posted... </cite> <quote>i never thought i'd see someone on CE explain FEM. That area of study is extremely hard</quote>Well, tbh I'm only lightly familiar with it. I took a course on it to inform my research, but I personally do not use softwares like ANSYS or LSDYNA. We never modeled anything more complicated than a tensile membrane for an assignment. </quote> ... Copied to Clipboard!
teepan95 02/26/20 1:46:48 PM #34:	Jabodie posted... And it sounds like you'll be doing similar stuff but more complicated finite element modeling wise. Nah, since we model fluids we tend to not go further than FD/FV --- Baby, I'm an engineer ;) I can calculate (within a reasonable margin of error) how this nut is gonna splash when it hits ya tiddies <cite>teepan95 posted [p:934906801] in You're sol... [t:78431766]...</cite> <quote>Jabodie posted...</cite> <quote>And it sounds like you'll be doing similar stuff but more complicated finite element modeling wise. </quote> Nah, since we model fluids we tend to not go further than FD/FV</quote> ... Copied to Clipboard!
Jabodie 02/26/20 1:49:36 PM #35:	teepan95 posted... Nah, since we model fluids we tend to not go further than FD/FV Finite element fluid dynamics is pretty complicated I thought <_< --- <insert sig here> <cite>Jabodie posted [p:934906908] in You're sol... [t:78431766]...</cite> <quote>teepan95 posted... </cite> <quote>Nah, since we model fluids we tend to not go further than FD/FV</quote>Finite element fluid dynamics is pretty complicated I thought <_< </quote> ... Copied to Clipboard!
teepan95 02/26/20 1:51:36 PM #36:	Jabodie posted... teepan95 posted... Nah, since we model fluids we tend to not go further than FD/FV Finite element fluid dynamics is pretty complicated I thought <_< I meant we won't be using FE, not that it won't be more complicated --- Baby, I'm an engineer ;) I can calculate (within a reasonable margin of error) how this nut is gonna splash when it hits ya tiddies <cite>teepan95 posted [p:934906977] in You're sol... [t:78431766]...</cite> <quote>Jabodie posted...</cite> <quote>teepan95 posted... </cite> <quote> Nah, since we model fluids we tend to not go further than FD/FV</quote>Finite element fluid dynamics is pretty complicated I thought <_< </quote> I meant we won't be using FE, not that it won't be more complicated</quote> ... Copied to Clipboard!
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Current Events > You're solving an equation and you want to use a Greek letter for a constant. (+) Yeah! (+)

Current Events > You're solving an equation and you want to use a Greek letter for a constant.