Proracun Vratila
Proracun Remenog Para 3-90_Page_1. Proracun Remenog Para 3-90_Page_2. Ulezistenje Vratila 3-90. Proracun Vratila.
5 0 P = = 75,40 = 0,663129973 ( kN m )= 0,663129973 10 6 =663129,973 ( N mm )1.1. =663129,973 ( N mm )= 720 =9 () 302. N = 30 =75.40()Moz 1 = Tz 1 T1 =8 ( N mm ) ET1 = K A T = 1,25 663129,973 =8 ( N mm )3.
2T1 d1Fo1 = Fo 2 =2 T KA = mt z 1=2 828912.47163.55=F 1 =3 o(N)Fo 1 = 3(N)3.1 d1 = mt z1 = 5.111 32 = 163.552 ( mm ) mt =5.111 (mm) 4. (N)Fr1 = Fr 2 =Fo1 tg t 10136.5022.3 tg 20 0 = = cos cos 12 0Fr1 = Fr 2 = 2202.714656Fr1 = Fr 2 =2202.714656(N)t = 200. Fa1 = Fa 2 = Fo1 tg 20 0 = 10136.50223 tg12 0 = 2154.580055 (N)Fa1 = Fa 2 = 2154.580055 (N)6.
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MB= 0; FAV l + Fo1 l =0 2FAV = FBV190 Fo 1 10136.50223 = = 2 = 5067.75111 5 (N) 2 190FAV = FBV =5067.751115(N)7. 1) MBH= 0; FAH l + Fr1 l d Fa1 1 = 0 2 2FAH =Fr1 d l 190 163.552 Fa1 1 2202.7.580055 2 2 = 2 2 l 190FAH =174.0260721(N)FAH = 174.0260721(N)2) MFBHd l Fa1 1 = 0 2 2 d l 190 163.552 Fr1 + Fa1 1 2202.71466 + 2154.580055 2 2 = 2 2 = l 190A= 0; FBH l Fr1 FBH =2028.688586 ( N ) FBH =2028.689 (N). FA = FAH 2 + FAV 2 FA =5070.738=174.03 2 +5067.751 2FA =5070.738 (N)9. B = FBH 2 + FBV 2 = FB = 5458.725FB2028.6892+ 5067.751 210. MOME M SVS 1 = 0; M SVZ 1 M SV 1 = FAV 0 = 0( N mm ) l 190 = FAV =-5067.751 =-481436.345 ( N mm ) 2 2FB = 5458.725 (N)11.
M S 1H 1 = FAH M S 1H 2M SVZ 1 =-481436.345 ( N mm )l 190 = 174.026 =-16532.47 ( N mm ) 2 2M S 1H 2 =-221217.57 ( N mm ) M SBH =l = FA H F a1 2d1 =-16585.1=-221217.57 2M S 1H 1 =-16532.47 ( N mm )FB 0 = 0 ( N mm )M S 1H 2 =0 ( N mm )12. = M RS 1 = 481719.778 ( N mm ) M RS 2 = M SVZ 12 + M S 1H 2 2 = M RS 2 =529828.119 ( N mm )M SVZ 1 + M S 1H 12 2M RS 1 =( 16532.47 ) 2 +( 481436 ) 2( 221217.57 ) 2 +( 481436 ) 2M RS 1 =481719.778 ( N mm ) M RS 2 =529828.119 ( N mm ). M S 1 = M A = M ul = T 1 =P K A =84. O.0645 (0) =200 ( N / mm 2 ) D D (1) 280 o = ( N / mm 2 ) D (0) = 200 =1,4( N mm )T 1 =828912.466 ( ) =280 ( N / mm 2 ) D 1 ( ) =220 ( N / mm 2 ) D 1 (0) =170 ( N / mm 2 ) D15. 0 =1,4 ( N / mm 2 )sd== s 280 =70 ( N / mm ) 4 200 udn ud= s = 3 =67 ( N / mm )2 2 (1) Dsd=55 ( N / mm )216.
Is=Mia= ( M SRA ) 2 + (O 2 1,4 T ) = 0 2 + ( 828912.446 ) 2 2 2ud=67 ( N / mm )2is=Mia=580238.712 ( N mm )M i M i1 1= ( M RS 1 ) 2 + (0 2 1,4 828912.446 ) 2 T ) = ( 481719.778 ) 2 + ( 2 2Mis=Mia=540614,741( N mm )1 1=754142.498 ( N mm )M 12 = ( M RS 2 ) 2 + ( i0 2 T) = 21,4 (529828.119 ) 2 + ( 828912.446 ) 2 2( N mm )M i1 1=754142.498M 12 =785744.742 ( N mm ) i( N mm )M 12 =785744.742 i. Autocad 2015 crack xforce free download. S1 d iA = d iS.1=316 M S1 ud=316 828912.446 3,14 67d iA = d iS = 39.793.2 d iA = d is =39.793 (mm)diz 1 = 332 Mi12 sd=332 785744.742 3,14 70diz 1 = (mm) 18.
Diz 1 =48.536 (mm) 20%.di A = di S= 1,2 39.793 =47.752 (mm)d iA = d iS =47.752 (mm)diz 1 = 1,148.536 = 58.243(mm) 19..0.1. Dsdiz1=58.243(mm)= (mm)- = (mm)- Z1.d AB.
620.0.1.6 (. 1):ds 1 =(m ) m (m ),,,,B m m dz 1 = (m )d A = dB = dz 1 =(m ) 1 m: 21.
1 t=d S 1 = ( mm ) 4.1. 88 (M.E 1)t=A) t = d1 r = 2 (mm) 22. K =.34.2.9.(M.E 1)k =23.22.35 (.
1) =.0645 Rm=() N/mm k = k. K = (k 1) k +1 = = k25.2.11 35(. 1).1 = 1 =26.2.12 1.35 (.
1) 2 2= =2 = 2 =28. (d t ) 3 () 3,14 W= = = mm 3 32 32W =(m 3 ) m()29. Wp = 2W = 2 = (m 3 ) mWP = (mm 3 )sd =( N / mm 2 )30. Sd =M RS 2 = W = ( N / mm 2 )ud =( N / mm 2 )31. Ud =T Mu = 1 = Wp Wp = ( N / mm 2 )S =32. S =dns 1 2 = k sd=.
S =dnu 1 2 = k ud=S =34. S= S S S 2 + S 2 = =S=:S=.
D=65mm c b h 1=18 11 90.2.060 36. Lk = l b = (mm )t1 =lk = (mm )38. Ftk = 2 T ka 2 T1 = (N ) d dFtk =2= (N )Ftk = (N )38. ()Ftk P= = lk t1 N = mm N P = mm pd=(75-100) N / mm 2. 1 FB =oFBH + FBV22=(N) - n = ( / min) - d B = (mm ) - t o C - 2.2.11.
II) 30212 (60 02) C = (kN) Co= (kN) 3.21 45 (. II) d = () mmFa = (N)FB = (N )C = (kN) Co= (kN) Fa e = Co = 1 -Fa = FB = ex = - y = - 4. F = x FB + y Fa (kN)F=(kN)F= (kN). C ft L= F = B Lh =63, 33 6 3, 33L ( n)= ( ) (h)Lh = ''.Lh =(h).