Wfrv local 5

0 [+] Domain Password No Clear Change: 0 [+] Domain Password No Anon Change: 0 [+] Domain Password Complex: 0 [+] Minimum password age: None [+] Reset Account Lockout Counter: 30 minutes [+] Locked Account Duration: 30 minutes [+] Account Lockout Threshold: None [+] Forced Log off Time: 37 days 6 hours 21 minutes [+] Retieved partial password policy with rpcclient: Password Complexity: Disabled Minimum Password Length: 5 ========================================( Groups on 10.6.6.23 )======================================== [+] Getting builtin groups: [+] Getting builtin group memberships: [+] Getting local groups: [+] Getting local group memberships: [+] Getting domain groups: [+] Getting domain group memberships: ====================( Users on 10.6.6.23 via RID cycling (RIDS: 500-550,1000-1050) )==================== [I] Found new SID: S-1-22-1 [I] Found new SID: S-1-5-32 [I] Found new SID: S-1-5-32 [I] Found new SID: S-1-5-32 [I] Found new SID: S-1-5-32 [+] Enumerating users using SID S-1-22-1 and logon username '', password '' S-1-22-1-1000 Unix User\masterchief (Local User) S-1-22-1-1001 Unix User\arbiter (Local User)S-1-22-1-1002 Unix User\labuser (Local User)[+] Enumerating users using SID S-1-5-32 and logon username '', password '' S-1-5-32-544 BUILTIN\Administrators (Local Group) S-1-5-32-545 BUILTIN\Users (Local Group)S-1-5-32-546 BUILTIN\Guests (Local Group)S-1-5-32-547 BUILTIN\Power Users (Local Group)S-1-5-32-548 BUILTIN\Account Operators (Local Group)S-1-5-32-549 BUILTIN\Server Operators (Local Group)S-1-5-32-550 BUILTIN\Print Operators (Local Group)[+] Enumerating users using SID S-1-5-21-3080196717-3701805971-2094628062 and logon username '', password '' S-1-5-21-3080196717-3701805971-2094628062-501 GRAVEMIND\nobody (Local User) S-1-5-21-3080196717-3701805971-2094628062-513 GRAVEMIND\None (Domain Group)S-1-5-21-3080196717-3701805971-2094628062-1000 GRAVEMIND\masterchief (Local User)S-1-5-21-3080196717-3701805971-2094628062-1001 GRAVEMIND\arbiter (Local User) =================================( Getting printer info for 10.6.6.23 )================================= No printers returned. enum4linux complete on Tue Oct 3 12:15:16 2023How many local users and groups are there on

Nuke (NOT WORKING UGH)", SKILLTEXTCOLOR, 6, "Arcade", 0, 2, 1, "Text5")--local SKILL6TEXT = CreateLabel(SKILL6FRAME, "[] ", SKILLTEXTCOLOR, 6, "Arcade", 0, 2, 1, "Text6")local SKILL7TEXT = CreateLabel(SKILL7FRAME, "[CLICK] Cube of Rainbow", SKILLTEXTCOLOR, 7, "Arcade", 0, 2, 1, "Text7")spawn(function()local TweenService = game:GetService("TweenService")local Colourss = {Color3.fromRGB(255,0,0),Color3.fromRGB(255,128,0),Color3.fromRGB(255,255,0),Color3.fromRGB(0,255,0),Color3.fromRGB(0,255,255),Color3.fromRGB(0,0,255),Color3.fromRGB(191,0,255),Color3.fromRGB(255,0,191)}local Intt = 0while wait(0.5) do if Intt == #Colourss then Intt = 0 end Intt = Intt+1 TweenService:Create(SKILL7TEXT,TweenInfo.new(1),{TextColor3 = Colourss[Intt]}):Play()endend)spawn(function()local TweenService = game:GetService("TweenService")local Coloursss = {Color3.fromRGB(255,0,0),Color3.fromRGB(255,128,0),Color3.fromRGB(255,255,0),Color3.fromRGB(0,255,0),Color3.fromRGB(0,255,255),Color3.fromRGB(0,0,255),Color3.fromRGB(191,0,255),Color3.fromRGB(255,0,191)}local Inttt = 0while wait(0.5) do if Inttt == #Coloursss then Inttt = 0 end Inttt = Inttt+1 TweenService:Create(SKILL4TEXT,TweenInfo.new(1),{TextColor3 = Coloursss[Inttt]}):Play()endend)--spawn(function()--local TweenService = game:GetService("TweenService")--local Clourss = {Color3.fromRGB(255,0,0),Color3.fromRGB(255,128,0),Color3.fromRGB(255,255,0),Color3.fromRGB(0,255,0),Color3.fromRGB(0,255,255),Color3.fromRGB(0,0,255),Color3.fromRGB(191,0,255),Color3.fromRGB(255,0,191)}--local Itt = 0--while wait(0.5) do-- --if Itt == #Clourss then Itt = 0 end-- --Itt = Itt+1-- --TweenService:Create(SKILL5TEXT,TweenInfo.new(1),{TextColor3 = Clourss[Itt]}):Play()--end--end)spawn(function()local TweenService = game:GetService("TweenService")local Clouurss = {Color3.fromRGB(255,0,0),Color3.fromRGB(255,128,0),Color3.fromRGB(255,255,0),Color3.fromRGB(0,255,0),Color3.fromRGB(0,255,255),Color3.fromRGB(0,0,255),Color3.fromRGB(191,0,255),Color3.fromRGB(255,0,191)}local Itlt = 0while wait(0.5) do if Itlt == #Clouurss then Itlt = 0 end Itlt = Itlt+1 TweenService:Create(SKILL1TEXT,TweenInfo.new(1),{TextColor3 = Clouurss[Itlt]}):Play()endend)spawn(function()local TweenService = game:GetService("TweenService")local Cloouurss = {Color3.fromRGB(255,0,0),Color3.fromRGB(255,128,0),Color3.fromRGB(255,255,0),Color3.fromRGB(0,255,0),Color3.fromRGB(0,255,255),Color3.fromRGB(0,0,255),Color3.fromRGB(191,0,255),Color3.fromRGB(255,0,191)}local Ixtlt = 0while wait(0.5) do if Ixtlt == #Cloouurss then Ixtlt = 0 end Ixtlt = Ixtlt+1 TweenService:Create(SKILL2TEXT,TweenInfo.new(1),{TextColor3 = Cloouurss[Ixtlt]}):Play()endend)spawn(function()local TweenService = game:GetService("TweenService")local Cllouurss = {Color3.fromRGB(255,0,0),Color3.fromRGB(255,128,0),Color3.fromRGB(255,255,0),Color3.fromRGB(0,255,0),Color3.fromRGB(0,255,255),Color3.fromRGB(0,0,255),Color3.fromRGB(191,0,255),Color3.fromRGB(255,0,191)}local Itplt = 0while wait(0.5) do if Itplt == #Cllouurss then Itplt = 0 end Itplt = Itplt+1 TweenService:Create(SKILL3TEXT,TweenInfo.new(1),{TextColor3 = Cllouurss[Itplt]}):Play()endend)local r = 255local g = 0local b = 0local random3 = coroutine.wrap(function() while true do for i = 0, 254/5 do Swait() g = g + 5 end for i = 0, 254/5 do Swait() r = r - 5 end for i = 0, 254/5 do Swait() b = b + 5 end for i = 0, 254/5 do Swait() g = g - 5 end for i = 0, 254/5 do Swait() r = r + 5 end for i = 0, 254/5 do Swait() b = b - 5 end Swait()endend) random3() local r1 = r local g1 = glocal b1 = blocal RainbowEffect

🗺️ Try our Weather Maps 🗺️ Download meteoblue App --> Tuesday 0300 0600 0900 1200 1500 1800 2100 2400 Icon Temperature (°F) 58° 58° 58° 58° 59° 59° 64° 64° 66° 66° 64° 64° 60° 60° 59° 59° Temperature felt (°F) 50° 51° 52° 55° 58° 58° 55° 54° Wind direction WSW W WSW WSW SW SW WSW WSW Wind speed (mph) WSW 15-21 15-21 W 11-16 11-16 WSW 13-20 13-20 WSW 17-27 17-27 SW 16-26 16-26 SW 12-21 12-21 WSW 11-17 11-17 WSW 9-16 9-16 Precipitation (in/3h) - 15% - - 15% - - 5% - - 5% - - 5% - - 0% - - 0% - - 0% - Precipitation probability 15% 15% 5% 5% 5% 0% 0% 0% Precipitation hourly 00:00 to 01:00:5% chance of precipitation in the area.0″ are predicted by our local models. 01:00 to 02:00:5% chance of precipitation in the area.0″ are predicted by our local models. 02:00 to 03:00:15% chance of precipitation in the area.0″ are predicted by our local models. 03:00 to 04:00:15% chance of precipitation in the area.0″ are predicted by our local models. 04:00 to 05:00:5% chance of precipitation in the area.0″ are predicted by our local models. 05:00 to 06:00:0% chance of precipitation in the area.0″ are predicted by our local models. 06:00 to 07:00:0% chance of precipitation in the area.0″ are predicted by our local models. 07:00 to 08:00:5% chance of precipitation in the area.0″ are predicted by our local models. 08:00 to 09:00:0% chance of precipitation in the area.0″ are predicted by our local models. 09:00 to 10:00:5% chance of precipitation in the area.0″ are predicted by our local models. 10:00 to 11:00:5% chance of precipitation in the area.0″ are predicted by our local models. 11:00 to 12:00:5% chance of precipitation in the area.0″ are predicted

Download FOX LOCAL The FOX LOCAL app is your source for live FOX 5 DC news, top stories, D.C. area weather updates, and more local and national coverage, plus 24/7 streaming coverage from across the nation.How to get FOX LOCAL on your phoneFOX LOCAL is now available for iPhone users in the Apple App Store. Click here to download.FOX LOCAL is also available for Android users in the Google Play Store. Click here to downloadHow to get FOX LOCAL on your smart TVWith FOX LOCAL, you can watch locally produced FOX 5 DC programming live on your TV – 100% free. FOX LOCAL is available to download for free on Roku, Amazon FireTV, Apple TV, Google Android TV and Vizio. For more information on how to connect your specific smart TV, visit www.FOXlocal.com.Please note, FOX network programming, including NFL games, is not available on the FOX LOCAL app. Here’s how you can stream FOX network programming. FOX 5 DC Weather AppINSTALL: Apple | AndroidWatch FOX 5 DC and other live programming on the Tubi AppLEARN MORE & INSTALL NOWWatch FOX 5 and other FOX TV Shows On The FOX Now appINSTALL NOWFOX Sports App: Streaming & ScoresINSTALL NOW

"FileMesh" mesh.MeshId = " mesh.Scale = VT(size,size,size) mesh.Offset = VT(0,0,0) wave.CFrame = CF(part.Position) * CF(0,offset,0) * ANGLES(RAD(inair),RAD(0),RAD(0)) coroutine.resume(coroutine.create(function(PART) for i = 1, waitt do Swait() mesh.Scale = mesh.Scale + VT(size/5,size/5,size/5) if doesrotate == true then wave.CFrame = wave.CFrame * CFrame.fromEulerAnglesXYZ(spin2, rotatedirection, spin1) end wave.Transparency = wave.Transparency + (1/waitt) if wave.Transparency > 0.99 then wave:remove() end end end))endfunction MagicSphere(size,waitt,part,offset,color) local wave = CreatePart(3, Effects, "Neon", 0, 0, BRICKC(color), "Effect", VT(1,1,1)) local mesh = IT("SpecialMesh",wave) mesh.MeshType = "Sphere" mesh.Scale = VT(size,size,size) mesh.Offset = VT(0,0,0) wave.CFrame = CF(part.Position) * CF(0,offset,0) * ANGLES(RAD(0),RAD(0),RAD(0)) coroutine.resume(coroutine.create(function(PART) for i = 1, waitt do Swait() mesh.Scale = mesh.Scale + VT(size/5,size/5,size/5) wave.Transparency = wave.Transparency + (1/waitt) if wave.Transparency > 0.99 then wave:remove() end end end))endfunction clerp(a, b, t) return a:lerp(b, t)endfunction newBezier(startpos, pos2, pos3, endpos, t) local A = clerp(startpos, pos2, t) local B = clerp(pos2, pos3, t) local C = clerp(pos3, endpos, t) local lerp1 = clerp(A, B, t) local lerp2 = clerp(B, C, t) local cubic = clerp(lerp1, lerp2, t) return cubicendfunction MagicBlock(size,waitt,part,offset,color) local wave = CreatePart(3, Effects, "Neon", 0, 0, BRICKC(color), "Effect", VT(size,size,size)) local mesh = IT("BlockMesh",wave) wave.CFrame = CF(part.Position) * CF(0,offset,0) * ANGLES(RAD(0),RAD(0),RAD(0)) coroutine.resume(coroutine.create(function(PART) for i = 1, waitt do Swait() mesh.Scale = mesh.Scale + VT(size/5,size/5,size/5) wave.CFrame = CF(wave.Position) * ANGLES(RAD(math(-360,360)),RAD(math(-360,360)),RAD(math(-360,360))) wave.Transparency = wave.Transparency + (0.5/waitt) if wave.Transparency > 0.99 then wave:remove() end end end))endlocal EyeSizes={ NumberSequenceKeypoint.new(0,1,0), NumberSequenceKeypoint.new(1,0.2,0)}local EyeTrans={ NumberSequenceKeypoint.new(0,0.8,0), NumberSequenceKeypoint.new(1,1,0)}local PE=Instance.new("ParticleEmitter")PE.LightEmission=0PE.Size=NumberSequence.new(EyeSizes)PE.Transparency=NumberSequence.new(EyeTrans)PE.Lifetime=NumberRange.new(0.35,0.35,0.35)PE.Rotation=NumberRange.new(0,360)PE.Rate=15PE.Acceleration = Vector3.new(0,75,0)PE.Drag = 5PE.Enabled = falsePE.RotSpeed = NumberRange.new(75)PE.Speed = NumberRange.new(0,0,0)PE.Texture=" = 0PE.Name = "Particles"function CreateParticles(art,accel,drag,rate,type,isenabledbydefault,locked,size) local particle = PE:Clone() particle.Parent = art particle.Acceleration

The E-N Approach uses plastic-elastic strain results to perform strain-life analysis. Strain-life analysis is based on the fact that many critical locations such as notch roots have stress concentration, which will have obvious plastic deformation during the cyclic loading before fatigue failure. The elastic-plastic strain results are essential for performing strain-life analysis. Neuber Correction Neuber correction is the most popular practice to correct elastic analysis results into elastic-plastic results. In order to derive the local stress from the nominal stress that is easier to obtain, the concentration factors are introduced such as the local stress concentration factor K σ MathType@MTEF@5@5@+= feaahqart1ev3aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaam4samaaBa aaleaacqaHdpWCaeqaaaaa@38B3@ , and the local strain concentration factor K ε MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaam4samaaBa aaleaacqaH1oqzaeqaaaaa@3896@ . (1) K σ = σ/S MathType@MTEF@5@5@+= feaahqart1ev3aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaam4samaaBa aaleaacqaHdpWCaeqaaOGaaGPaVlabg2da9iaaykW7cqaHdpWCcaGG VaGaam4uaaaa@4027@ (2) K ε =ε/e MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaam4samaaBa aaleaacqaH1oqzaeqaaOGaeyypa0JaeqyTduMaai4laiaadwgaaaa@3CEA@ Where, σ MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeq4Wdmhaaa@37B6@ is the local stress, ε MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeqyTdugaaa@379A@ is the local strain, S is the nominal stress, and e is the nominal strain. If nominal stress and local stress are both elastic, the local stress concentration factor is equal to the local strain concentration factor. However, if the plastic strain is present, the relationship between K σ MathType@MTEF@5@5@+= feaahqart1ev3aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaam4samaaBa aaleaacqaHdpWCaeqaaaaa@38B3@ and K ε MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaam4samaaBa aaleaacqaH1oqzaeqaaaaa@3896@ no long holds. Thereafter, focusing on this situation, Neuber introduced a theoretically elastic stress concentration factor K t MathType@MTEF@5@5@+= feaahqart1ev3aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaam4samaaDa aaleaacaWG0baabaaaaaaa@37EA@ defined as: (3) K t 2 = K σ K ε MathType@MTEF@5@5@+= feaahqart1ev3aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaam4samaaDa aaleaacaWG0baabaGaaGOmaaaakiabg2da9iaaykW7caWGlbWaaSba aSqaaiabeo8aZbqabaGccaWGlbWaaSbaaSqaaiabew7aLbqabaaaaa@40AD@ Substitute Equation 1 and Equation 2 into Equation 3 the theoretical stress concentration factor K t MathType@MTEF@5@5@+= feaahqart1ev3aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaam4samaaDa aaleaacaWG0baabaaaaaaa@37EA@ can be rewritten as: (4) K t 2 = σ S ε e MathType@MTEF@5@5@+= feaahqart1ev3aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaam4samaaDa aaleaacaWG0baabaGaaGOmaaaakiabg2da9iaaykW7daqadaqaamaa laaabaGaeq4WdmhabaGaam4uaaaaaiaawIcacaGLPaaadaqadaqaam aalaaabaGaeqyTdugabaGaamyzaaaaaiaawIcacaGLPaaaaaa@439F@ Through linear static analysis, the local stress instead of nominal stress is provided, which implies the effect of the geometry in Equation 4 is removed, thus you can set K t MathType@MTEF@5@5@+= feaahqart1ev3aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaam4samaaDa aaleaacaWG0baabaaaaaaa@37EA@ as 1 and rewrite Equation 4 as: (5) σε= σ e ε e MathType@MTEF@5@5@+= feaahqart1ev3aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeq4WdmNaeq yTduMaeyypa0JaaGPaVlabeo8aZnaaBaaaleaacaWGLbaabeaakiab ew7aLnaaBaaaleaacaWGLbaabeaaaaa@418F@ Where, σ e MathType@MTEF@5@5@+= feaahqart1ev3aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeq4Wdm3aaS baaSqaaiaadwgaaeqaaaaa@38CD@ , ε e MathType@MTEF@5@5@+= feaahqart1ev3aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeqyTdu2aaS baaSqaaiaadwgaaeqaaaaa@38B1@