Equal Angles Dimensions
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Equal angles DimensionsEN 10056-1: 1998TolerancesGJ,1'·' .EN 10056-2: 1994Surface conditionI. .·.'EN 10163-3: 2004, classC, subclass 1DesignationPosition des mh bmmtrmmmm1rA2mm,.mm 2X10 22 Position of axesSurfaceLage der AchsenOberflaches y smmVuummmmmmX10X10X10X101, 122,831,5 81,400,1551, 233,151,751,570, 17412ALm 2 /mAGm 2 /t*********,- 1,750L40 x 40 x 33. ., . . . . . . . . .40L40 X 40 X 4-,- 2,42404L45 X 45 X 3,- 1,950453L,- 2.7445463,- 3.08. . . . . . . . . . . . .,-73,5,- 3.4945 x 45 x 4. . . . . . . . . . . .,-1, 281,811,58L45 x 45 x 5450, 17473,53,15,- 4.303 . 385.L5 0 x 5 0 x 450,- 3.0645073,573,5,- 3.891,363,541,9 21,751,403,541,991,760, 194,- 3.77,- 4.80L5 0 x 5 0 x 55. . . . . . . . .1,451,772, 040, 1943,543,5507,- 4.47,- 5.696L5 0 x 5 0 x 6. . . . . . . . .L60 X 60 X 4L60 X 60 X 5-,.,.,.,.,.,.,.3 .7 04.57,.,.5,. :. ?. . '. . . . . . . . . '.:?.?. .,.,. ?. .,.?. . . . . . . . . . .,.7 . .5. . -. . -. .*. .-. .- . . -. . -. .-. .- .604.71460845.821,644,24. . .?. .?.?. .?. . .5-42 . . . . . . . . . .6.91 . .2,322, 11 :.?.?. . . '. . . . L63. x 63. x 4 - . . 3,800 . . :. . 4 . . . . . . . . . . . L63 .x.63 x.5.- . . 4,440 . .5 . . . . . . . . . . . L63 x 63 x 6- . .5,276 . . :. . L70 .x.70 x .5.-. .5,367 . .,.,.,. '.?. . . :.:. . . '. 6. . '. ?. . .:.,.,. . . . . . . . . . . . .,. .2.9. .7.9. .t:. . :J. . .:. . .9. . :. . '. . .?.: J. . :.:.:. .1,9794,954,57o9.4L7 0 x 7 0 x 7 77,38755756105806105,- 8.49807,- 9.63808L75 X 75 X 5,- 5.76L75 x 75 x 6,. 6.85L8o X8oX6,. 7.34L80 X8oX7L80 X8oX82,792,475,302, 892,635,663,072,800, 27 27.348.73,. 9.35,-10.8,-12.32, 170,311. . . . . . . . . . . . .10* : produces as per client request specifications52,265,663,192,830,311
Equal anglesDimensions:EN 10056-1: 1998TolerancesEN 10056-2: 1994Surfa ce condition JEN 10163-3: 2004, class C,subclass hnungGh btkg/mmmmmr1mmr2mmPosition des axesPosition of axesSurfaceLage der AchsenOberflacheu1u2AVmm 2mmmmmmX10X10X10X10 2,. 12,3 ,. 2,26 ,. 5,66 ,. 3,19 ,. 2,83 ,. 0,310 ,. 32,34L Box Box 89,63Bo8105 . . . . . .,.,. 2,34 ,. 5,66 ,. 3,30 ,. 2,85 ,. 0,310 ,. 26,26,.L 80 80 1011,980101015,15.,. 6,36 .,. 3,47 .,. 3,16 ,.,. 36,48,. 9,61 90 7 11 ,. 5,5 ,. 12,2 ,. 2,45 .0,350L 90 90 7. . . . . . . . . . . . .,. 10,9 90 8 11 ,. 5,5 ,. 13,9 ,. 2,50 ,. 6,36 ,. 3,53 ,. 3,17 ,. 0,350 ,. 32,15L 90 90 8. . . . . . . . . .,. 5,5 ,. 15,5 ,. 2,54 ,. 6,36 ,. 3,59 ,. 3,18 ,. 0,350 ,. 28,77,. 12,2 .11L 90 90 9990. . . . . . . . . .,.,. 17,1 ,. 2,58 ,. 6,36 ,. 3,65 ,. 3,19 ,. 0,350 ,. 26,07,.101113,4L 90 90 10905,5 .,. 2,74 .,. 7,07 .,. 3,87 .,. 3,52 ,.,. 32,00,. 12,2 100 8 12 6 ,. 15,5 .L 100 100 8*/0,390. . . . . . . . . . . . .,. 15,0 100 10 12 6 ,. 19,2 ,. 2,82 ,. 7,07 ,. 3,99 ,. 3,54 ,. 0,390 ,. 25,92L 100 x 100 x 10*/. . . . . . . . . .,. 22,7 ,. 2,90 ,. 7,07 ,. 4,11 ,. 3,57 ,. 0,390 ,. 21,86,. 17,8 .L 100 100 12*/10012126. . . . . . . . .,.,.,. 3,06 ,. 7,78 ,. 4,33 ,. 3,88 ,. 0,429 ,. 25,79,.L 110 X 110 X 10*16,611010136,521,2.,. 7,78 .,. 4,45 .,. 3,91 ,.,. 21,73,. 19,7 110 12 13 ,. 6,5 ,. 25,1 ,. 3,15 .L 110 110 12*0,429. . . . . . . . . . . . .,. 18,2 120 10 13 ,. 6,5 ,. 23,2 ,. 3,31 ,. 8,49 ,. 4,69 ,. 4,24 ,. 0,469 ,. 25,76L 120 120 10. . . . . . . . . .,. 6,5 ,. 25,4 ,. 3,36 ,. 8,49 ,. 4,75 ,. 4,25 ,. 0,469 ,. 23,54,. 19,9 .120L 120 120 111113. . . . . . . . . .,.,. 27,5 ,. 3,40 ,. 8,49 ,. 4,80 ,. 4,26 ,. 0,469 ,. 21,69,.L 120 120 1221,6. . . . . . . .120 . 12 . . . 13. 6,5. .,. 23,3 120 13 13 ,. 6,5 ,. .29,7. . ,. 3,44 ,. 8,49. . . ,. 4,86 ,.·4,28. . ,. 0,469 ··,. 20,12L 120 120 13. . . . . . . . . . . . .,. 26,6 120 15 13 ,. 6,5 ,. 33,9 ,. 3,51 ,. 8,49 ,. 4,97 ,. 4,31 ,. 0,469 ,. 17,60L 120 120 15. . . . . . . . . .,. 30,0 ,. 3,64 ,. 9,19 ,. 5,15 ,. 4,60 ,. 0,508 ,. 21,59,. 23,6 .L 130 130 12-/*13012147XXXXXXXXXXXXXXXXXXXXXXXXXXXX
European standardbeamsFlange slope 14%Dimensions:DIN 1025-1:1995, NF A45-209 (1983)TolerancesG1- 'EN 10024: 1995Surfa ce condition' ,, . . 'EN 10163-3:2004, classC, subclass 1DesignationDesignationBezeichnungGkg/mDimensions de constructionDimensions for fr1r2mm mmmmmmmmmmhbAmm 2dmm0PminmmPmaxmmSurfaceOberflacheAL2m /mAGm /t2,. ,.,.,. ,. ,. ,. ,. ,.,. . . . .,. ,. . .,. . ,. . ,. . ,. . . . . ,. . .,. . ,. . . . ,. .,. . ,. ,. . ,. ,. . . . . .,. . . ,.,. . . .,. ,. . .,. . ,. . ,. . ,. . . . . ,. . .,. . ,. . . . ,. .,. . ,. ,. . ,. ,. . . . . ,. . . ,.X102JPN 80*5,980423,95,93,92,37,58590,30451,09IPN 100*8,3100504,56,84,52,710,675,70,37044,47IPN 120*11,1120585,17,75,13,114,292,40,43939,38IPN 140*14,3140665,78,65,73,418,3109,10,50234,94IPN 160*17,9160746,39,56,33,822,8125,80,57532,13
European I beamsDimensions:IPE 80 - 600 in accordance with Euronorm 19-57;IPE A 80 - 600; IPE O 180 - 600; IPE 750Tolerances:EN 10034: 1993Surface conditionEN 10163-3:2004, class C, subclass 1DesignationDesignationBezeichnungGkg/mDimensions de constructionDimensions for detailingDimensionsAbmessungenhbmm mmPmaxmmSurfaceOberflacheALm 2 /mAGm 2 0,1145,2127,20,62339,47
Hot rolled steel Channelswith parallel flangesDimension standardDIN 1026-2: 2002-10TolerancesEN 10279: 2000Surface conditionl·,,/ ! . . . , ,-:EN 10163-3:2004, classC, subclass 1DesignationDesignationBezeichnungDimensions de constructionDimensionsAbmessungenGkg/mhbmm mmmmSurfaceOberflacheDimensions for detailingKonstruktionsma ermmAdmmmm 2X10 2eminmm0emaxmm,,.,,.,,.,,.,,.,,.,,.,,. ,,.,,. . 55 . . 4,5 . . 7,5. . . . ,5 . . 5 . . 65. .M . . 35. . 36. . ,4 . 4 , .* . . 91 . UPE,,.,,.,,.,,. .6 . . 5 . . . . . . 5,4,. . 4. . Bo. .M . . 35 . . 4 . .0,46. . J?,9 .UPE. *. . , .,,.,,.,,.,,. .P. .!.1 ----· .!.1t5. . 4.'?. . .!?.?. . .5. .9. .!. . . 1.1. . !. .?-. . .9. . .!Y.'. !?. . }5. .J. . . !.?.?-. . .J.?.19.5.,,. , ,,. 34,,,. 17,,,. , ,,. 9,,,. ,7 4717343.UPE.80 * . . 7,90 . Bo . . 50 . . 4 . .,7 . . 10 . . 10,1 ,. .66 . . 46 . . : . . :. . :. .oiJ'-L ., 43,45 ,100120UPE 160 *8212 1010012001 006855581211012211 1101212121M 1600161 00805801
European standard for hot rolled steel channelsDimensionsDIN 1026-1: 2000, NF A 45-202 (1983)TolerancesEN 10279: 2000Surfa ce conditionEN 10163-3: 2004, class C, subclass 1DesignationDesignationBezeichnungDimensions deconstructionDimensions for /mhbmm mmtwmmtfmmrtmmr2mmAmm 2x10 2dmm0SurfaceOberflachee minmm,.,.,.,.,.,.,.,.Y. } .Q . . , . .!.Q . .1. . . , . . 7, .7. . . . , . . . . . . .,.,.,.,.,.Y. . .9. , . . 2 . .?. . . , . .7, . .7, . . . . , . . . . . . .,.,.,.,.Y. }1.Q . .12, . . .?. . . , . . , . . . . . .1 , . . . . . . .,.,.,. ,.,. 2UE,, .,, .,. . . . . . . . .,.,.,.,.,.UE2 ,77 .,5,1 .,7, . . . . . . .,.,.2UE22" ,927,,5,. ,. . . . .,. . ,. . . . ,. . . . . . .2222UE222.Y. . . 7,05. . .Q . .1. . .4 .,5. .7,5 . .6,5 . .4. .8,98 . . . . . . .8 59J456310 90313 3035 6010 401 0488301404 98 1858485359351601401606418016 3018000018 4000601 00,08895,545,951018 100043 4046,70
11-Chemical Composition of theMain Steel Grades in Gost Standards, Gost 380-88Not more thanSt.1 kp0.06-0.120.25-0.500.050.050.04St. 1ps0.06-0.120.25-0.500.05-0.150.050.04St. 3kp0.14-0.220.30-0.600.050.050.04St. 3ps0.14-0.220.40-0.650.05-0.150.050.04St. 3sp0.14-0.220-40-0.650.15-0.300.050.04St. .370.50-0.800.15-0.300.050.04Gost -0.110.35-0.650.17-0.370.040.0350.010.0250.020Gost 9045-80o8Yu0.070.20-0.35
Chemical Compositions OfConstructrional Steel GradesCin% max.for nominal productthickness in mmDesignationAccordingAccordingEN 10027 -1EN 10027 -2andECISS IC10Methodofdeoxl-Subgroup 1MnSimax.max.%!i 16datlon 16!i 40 4 0 ' %p%max.s%max.N31%max.opt., 355 85BS 1 . 37,5,,25,2, 55, 55S235JRopt.BS 1.,5BS,25. 36,2, 55, 55, 9S235JRG 1FU1 0011S235JRG2S235JOS235J2G3S235J2G41 00010101 0001010BS0,1 90,1 9FN0,1 90,1 9QSFNQS0,1 90,1 9FFQS0,1 90,1 9FF. . . . . 381 . 011 41 . 011 61.01171 00. 44. 431. 01441 . 01 45S275JRS275JOS275J2G3S275J2G41 001 01FNFNFFFFBSQSQSQS. . . .S355JRS355JOS355J2G3S355J2G4S355K2G3S355K2G4, 45, 5531 ,05701 ,05771 ,05951,05981 00 1 1 1 1 11 0FNFNFFFFFFFFBSQSQSQSQSQS,501 ,501 ,501 ,50,230,1 90,1 90,1 910-0 00 00 0110 00 00 000 00 011, 550,0500,0450,0450 0, 550,0500,0450,045,,0 011. . . . . .,6,,24,25, 55, 55,24,6,,2,2 1,2, 5, 5.,2, 45, 45,211,6,2 1.,6,2,2, 45, 45. ,2 .71 .000000110101 70101 70101100 00 00 011100 0 00 0 00 01100 00 000 00 0111111,27,230,230,230,230,23,27,23 910,23 910,23 910,23 910,23 10000,27,240,240,240,240,24,70,701 ,701 ,701 ,701,7001010,600,600,600,600,600,60, 55, 50,0450,0450,0450,045, 55, 50,0450,0450,0450,045,,0 00 00 0110 0 00 0 00 011. . . . . . . . . . . . . . .: - . . !".'. . . .:. .:. .:. .:. - ·-·········· . , 55 . . , 55. . , .0 0.6.7E3351 00 0E3801 00 0FNFN0 0, 550 0, 550 0BS0 0BS0 00 011,, 550 011, 550 011,1) See 7.3.2) It is Permissible to exceed the specified values provided that for each increase of0,001 % N the P max. content will be reduced by 0,005 %; the N content of the productanalysis, however, shall not be more than 0,014 %.3) The max, value for nitrogen does not apply if the chemical composition shows aminimum total Al content of 0,020 % or if sufficient other N binding elements are present.The N binding elements shall be mentioned in the inspection document.4) BS - base steel; QS - quality steel.5) For sections with nominal thickness 100 mm the C content by agreement.Option 25.6) Only available in nominal thickness .:S, 25 mm.7) For nominal thickness 150 mm: C - 0,23 % max.8) See 7.3.3.2. and 7.
Dimension standard DIN 1026-2: 2002-10 Tolerances EN 10279: 2000 Surface condition: EN 10163-3:2004, class C, subclass 1 Designation Designation Bezeichnung G kg/m h b Dimensions Abmessungen mm mm mm r mm A mm2 X10 2 Dimensions de construction Dimensions for detailing Konstruktionsma e d mm 0 emin mm . ,,-·,,/ ! . l . emax mm Surface
- Page 8 Measuring Angles: Real-Life Objects - Page 9 Draw Angles - Page 10 Draw Angles: More Practice - Page 11 Put It All Together: Measure & Draw Angles - Page 12 Joining Angles - Page 13 Joining More Than Two Angles - Page 14 More Practice: Joining Angles - Page 15 Separating Angles .
Adjacent angles are two angles that share a common vertex and side, but have no common interior points. 5 and 6 are adjacent angles 7 and 8 are nonadjacent angles. Notes: Linear Pairs and Vertical Angles Two adjacent angles are a linear pair when Two angles are vertical angles when their noncommon sides are opposite rays.
two acute vertical angles 62/87,21 Vertical angles are two nonadjacent angles formed by two intersecting lines. You can use the corner of a piece of paper to see that Ø ZVY and Ø WVU are less than right angles. 7KHUHIRUH DQG DUHDFXWHYHUWLFDO angles. two obtuse adjacent angles 62/87,21 Adjacent angles are two angles that lie in the same
Vertical Angles Words Two angles are vertical angles if they are opposite angles formed by the intersection of two lines. Vertical angles are congruent. Examples 4 2 3 1 1 and 3 are vertical angles. 2 and 4 are vertical angles. EXAMPLE 2 Finding Angle Measures Find the value of x. a. 70 x The
two acute vertical angles . Geometry Unit 2 Note Sheets (Segments, Lines & Angles) 6 Angle Pair Relationships Vertical Angles Complementary Angles Supplementary Angles Linear Pair Guided Practice 5. Find the measures of two supplementary angles if the measures of one angles is 6 less than five t
vertical angles. Vertical angles have the same measure. Vertical angles are also called opposite angles. 1 and 2 are vertical angles. 3 and 4 are vertical angles. 14. In this triangle, name a pair of complementary angles. m T 30 m L 60 30 60 90 . So T and L are complementary angles. 15. In this parallelogram, name a pair of .
Adjacent Angles: Two angles and with a common side ⃗⃗⃗⃗⃗ are adjacent angles if belongs to the interior of . Vertical Angles: Two angles are vertical angles (or vertically opposite angles) if their sides form two pairs of opposite rays. Angles on a Line: The sum of the me
TIPS4RM: Grade 7: Unit 6 – Geometry 6 . 6.1.3: Bisecting Angles . Part A . Use a compass to bisect and measure the following angles. Mark equal angles. Part B . Use a protractor to bisect and measure the following angles. Mark equal angles. 1. 2. 3. Part C . On the back of this sheet draw 3 different types of angles and bisect by folding paper.
