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ROLLED STEEL SECTIONS - INDIAN (BIS) (REFR. HANBOOK FOR STRUCTURAL ENGINEERS SP :6 (1) - 1964 PREP BY:NMD CHD BY:PS DT:06/10/01 ROLLED STEEL BEAMS Designation Connection Detaiil in mm C g ISMB 100 11. 1!.6 100 " ".# ! #". !0.$ !.# 1.6" 1. 10.% % !. %$ 6 1". &. &. & 1# ISMB 1# 1& 16.6 1# " ".6 !.! !!% !&." .# 1.6# "1.$ 11." % !. %$ $%.# 1".% &.& &." & 1# ISMB 10 1!.% 1% 10 $0 ".6 !.$ "#6.! #.6 6.1$ 1.66 %6.% 1&.1 % !. %$ 11&.% 1$.0 &".6 &.% !0 1# ISMB 1" 1%.& #!.6# 1" %0 $.6 . 1#"# $ ".1% 1.$6 1!.! 1$.% 10 %$ 1&!. #0.# !#.# !.# 0 1# ISMB #00 #.! &#.&& #00 100 10.$ ." ##&.! 10 $.&# #.1 ##&. &0 11 . %$ 1#." #&.6 !".1 !.& 60 16 ISMB #0 &".& !". #0 1# 1#. 6.% 1&1.6 &&!. 10.&% #.6 !10. &. 1& 6. %$ 1%!.1 #".% %.0 !.% 6 6 ## ISMB &00 !!.# 6.#6 &00 1!0 1#.! ". $60&.6 !&.% 1#.&" #.$! "&.6 6!.$ 1! " %$ #!1. #%.# 66.# .# $0 6 ## ISMB &0 #.! 66."1 &0 1!0 1!.# $.1 1&6&0.& &"." 1!.#% #.$! ""$.% "6.$ 1! " %$ #$$ &1 6.% . $0 6 ## ISMB !00 61.6 "$.!6 !00 1!0 16 $.% #0!$.! 6##.1 16.1 #.$# 10##.% $$.% 1! " %$ &&!.! &#.$ 6. .% $0 "0 ## ISMB 00 $6.% 110."! 00 1$0 1".# 10.# !#1$.& 1&6%.$ #0.#1 &.# 1$0$." 1#.# 1" $. %$ !#!.1 &".% $!.% 6.6 100 " #$ ISMB 600 1##.6 16.#1 600 #10 #0.$ 1# %1$1& #61 #!.#! !.1# &060.! ##. #0 10 %$ 0%." !.1 %% ". 1!0.1 $0 #'&# ROLLED STEEL CHANNEL Designation Connection Detaiil in mm C g ISMC 100 %.# 11." 100 0 ". !." 1.& 1$6." #.% ! 1.!% &".& ". % !. %6 6! 1$ ##." 6.# #$ 0 16 ISMC 1# 1#." 16.1% 1# 6 $.1 1.%! !16.! %.% .0" 1.%# 66.6 1&.1 %. %6 $.! 1%.$ &0 6. & ## ISMC 10 16.! #0.$$ 10 " % .! #.## ""%.! 10#.& 6.11 #.#1 10&.% 1%.! 10 %6 106." #1." &!.$ 6.% !0 # ISMC #00 ##.1 #$.#1 #00 " 11.! 6.1 #.1" 1$1%.& 1!0.! $.0& #.#& 1$1.% #6.& 11 . %6 10.# #!.% &!. ".6 !0 60 # ISMC #0 &0.! &$.6" #0 $0 1!.1 ".1 #.& &$16.$ #1%.1 %.%! #.&$ &0.& &$.! 1# 6 %6 1%#. #$." &6. $.6 ! 6 # ISMC &00 &.$ !.6! &00 %0 1&.6 ".6 #.&6 6&6#.6 &10.$ 11.$1 #.61 !#!.# !6.$ 1& 6. %6 #!0." #%.6 !1.# %.1 0 6 #$ ISMC &0 !#.1 &.66 &0 100 1&. $.1 #.!! 1000$ !&0.6 1&.66 #.$& "1.% " 1! " %6 #$$.1 &0.% !6 %.6 60 6 #$ ISMC !00 !%.! 6#.%& !00 100 1.& $.6 #.!# 10$#.$ 0!.$ 1.!$ #.$& "!.1 66.6 1 ". %6 &&#.$ &&.6 !." 10.1 60 "0 #$ ROLLED STEEL EQUAL ANGLE Designation Ra(il o) *+,ation in cm IS-00 0 0 6 .6$ !. 1.! &. 1#.% #0.6 .& 1.1 1.% 0.%6 &.6 6 & ".6 IS- 66 6 6 6 ".!! .$ 1.$1 !.6% #%.1 !6. 11." 1.%$ #. 1.#6 6.# 6. !. 1".# IS- 66 6 6 $ %."6 "." 1.$% !.61 &".! %. 1.& 1.%6 #.!" 1.# $.1 6. !. ## IS- "" " " 6 $.66 6.$ #.06 .!! !." "&.1 1$.! #.& #.%1 1.!6 $.! " !. #" IS- "" " " $ 11.&$ $.% #.1! .&6 % %!.1 #! #.#$ #.$$ 1.! 11 " !. &!.$ IS- "" " " 10 1!.0# 11 #.## .#$ "1.! 11&.& #%.! #.#6 #.$! 1.! 1&. " !. !1." IS- %0%0 %0 %0 6 10.!" $.# #.!# 6.$ $0.1 1#$.1 &# #."" &. 1." 1#.# $. . !".# IS- %0%0 %0 %0 $ 1&."% 10.$ #.1 6.!% 10!.# 166.! !# #." &.!" 1." 16 $. . 61. IS- %0%0 %0 %0 10 1".0& 1&.! #.% 6.!1 1#6." #01.% 1.6 #."& &.!! 1."! 1%.$ $. . "!. IS- %0%0 %0 %0 1# #0.1% 1.$ #.66 6.&! 1!".% #&!.% 60.% #."1 &.!1 1."! #&.& $. . $6. IS- 100100 100 100 6 11.6" %.# #.6" ".&& 111.& 1"$.1 !!. &.0% &.%1 1.% 1.# $. . 6." IS- 100100 100 100 $ 1.&% 1#.1 #."6 ".#! 1!.1 #&1.$ $.! &.0" &.$$ 1.% #0 $. . $.$ IS- 100100 100 100 10 1%.0& 1!.% #.$! ".16 1"" #$#.# "1.$ &.0 &.$ 1.%! #!." $. . 10!.! IS- 100100 100 100 1# ##.% 1"." #.%# ".0$ #0" &#%.& $!." &.0& &.$# 1.%! #%.# $. . 1#1.6 IS- 1010 10 10 10 #%.0& ##.$ !.06 10.%! 6##.! %%.! #!%.! !.6& .$6 #.%& 6.% 1# $ &6$.# IS- 1010 10 10 1# &!.% #".# !.1! 10.$6 "&.! 11"!.$ #%6 !.61 .$& #.%& 6"." 1# $ !& IS- 1010 10 10 1 !#."$ &&.6 !.#6 10."! $%6.$ 1!&0 &6&.$ !.$ ."$ #.%# $&. 1# $ #%.1 IS- #00#00 #00 #00 1# !6.61 &6.6 .&6 1!.6! 1"$$.% #$6# "1.% 6.# ".$! &.%# 1##.# 1 10 10$.% eig t 2e, Mete, in 3*. Sectional -,ea - IN CM # De2t o) Section IN mm i(t o) 4lange 5 in mm T ic n ess o) 4lange t ) in mm T ic ne ss o) e5 t 7 in mm Moment o) Ine,tia in cm ! Ra(il o) *+,ation in cm Mo(8li o) Section in cm & Ra(i8s at Root , 1 in mm Ra(i8s at Toe , # in mm Slo2e o) 4lange in D (eg,ee Ma im8m Si9e o) 4lange Ri et in mm I I ++ , , ++ ; ; ++ 1 # 5 1 g 1 <Min= eig t 2e, Mete, in 3*. Sectional -,ea - IN CM # De2t o) Section IN mm i(t o) 4lange 5 in mm T ic n ess o) 4lange t ) in mm T ic ne ss o) e5 t 7 in mm Cent,e o) *,a it + c ++ in cm Moment o) Ine,tia in cm ! Ra(il o) *+,ation in cm Mo(8li o) Section in cm & Ra(i8s at Root , 1 in mm Ra(i8s at Toe , # in mm Slo2e o) 4lange in D (eg,ee Ma im8m Si9e o) 4lange Ri et in mm I I ++ , , ++ ; ; ++ 1 # 5 1 /# g 1 <Min= Si9e - B in mm T ic nes s t in mm Section al -,ea a in cm # t.2e, Mete, 7 in 3g. Cent,e o) *,a it+ C >C ++ in cm Distance o) E t,eme 4i5,e e >>e ++ in cm Moment o) Ine,tia in Mo(. o) Section ; >; ++ in cm & Ra(i8s at Root , 1 in mm Ra(i8s at Toe , # in mm P,o(8ct o) Ine,. I + in cm ! I >I ++ I 88 I , >, ++ , 88 ,

Indian Rolled Sections 756

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Indian Rolled Sections

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beab,channel&angleROLLED STEEL BEAMSDesignationWeight per Meter W in KG.Sectional Area A IN CM2Depth of Section h IN mmWidth of Flange b in mmThickness of Flange tf in mmThickness of Web tw in mmMoment of Inertia in cm4Radil of Gyration in cmModuli of Section in cm3Radius at Root r1 in mmRadius at Toe r2 in mmSlope of Flange in D degreeConnection Detaiil in mmMaximum Size of Flange Rivet in mmIxxIyyrxxryyZxxZyyh1h2b1Cgg1 (Min)ISMB 10011.514.6100757.24257.540.84.21.6751.510.994.5986517.535.53.5355512ISMB 1251316.6125757.64.444943.75.21.6271.811.794.59889.217.935.33.7355512ISMB 15014.919150807.64.8726.452.66.181.6696.913.194.598113.918.0537.63.9405512ISMB 17519.324.62175908.65.51272857.191.86145.418.910598134.520.2542.254.25505512ISMB 20025.432.3320010010.85.72235.41508.322.15223.530115.598152.723.6547.154.35556016ISMB 25037.347.5525012512.56.95131.6334.510.392.65410.553.5136.598194.127.9559.054.95656522ISMB 30044.256.2630014012.47.58603.6453.912.372.84573.664.814798241.529.2566.255.25806522ISMB 35052.466.7135014014.28.113630.3537.714.292.84778.976.8147982883165.955.55806522ISMB 40061.678.46400140168.920458.4622.116.152.821022.988.914798334.432.865.555.95807022ISMB 50086.9110.7450018017.210.245218.31369.820.213.521808.7152.2178.598424.137.9584.96.61007528ISMB 600122.6156.2160021020.81291813265124.244.123060.4252.5201098509.745.15997.5140.18025, 32ROLLED STEEL CHANNELDesignationWeight per Meter W in KG.Sectional Area A IN CM2Depth of Section h IN mmWidth of Flange b in mmThickness of Flange tf in mmThickness of Web tw in mmCentre of Gravity cyy in cmMoment of Inertia in cm4Radil of Gyration in cmModuli of Section in cm3Radius at Root r1 in mmRadius at Toe r2 in mmSlope of Flange in D degreeConnection Detaiil in mmMaximum Size of Flange Rivet in mmIxxIyyrxxryyZxxZyyh1h2b1/2Cgg1 (Min)ISMC 1009.211.7100507.54.71.53186.725.941.4937.37.594.596641822.76.2285016ISMC 12512.716.19125658.151.94416.459.95.071.9266.613.19.559685.419.8306.5355522ISMC 15016.420.881507595.42.22779.4102.36.112.21103.919.410596106.721.734.86.9405525ISMC 20022.128.212007511.46.12.171819.3140.48.032.23181.926.3115.596150.224.934.57.6406025ISMC 25030.438.672508014.17.12.33816.8219.19.942.38305.338.412696192.528.736.58.6456525ISMC 30035.845.643009013.67.62.366362.6310.811.812.61424.246.8136.596240.729.641.29.1506528ISMC 35042.153.6635010013.58.12.4410008430.613.662.83571.95714796288.130.9469.6606528ISMC 40049.462.9340010015.38.62.4215082.8504.815.482.83754.166.6157.596332.833.645.710.1607028ROLLED STEEL EQUAL ANGLEDesignationSize A x B in mmThickness t in mmSectional Area a in cm2Wt.per Meter w in Kg.Centre of Gravity Cxx=Cyy in cmDistance of Extreme Fibre exx==eyy in cmMoment of Inertia in cm4Radil of Gyration in cmMod. of Section Zxx=Zyy in cm3Radius at Root r1 in mmRadius at Toe r2 in mmProduct of Iner. Ixy in cm4Ixx=IyyIuuIvvrxx=ryyruurvvISA 505050 x 5065.684.51.453.5512.920.65.31.511.90.963.6637.6ISA 656565 X 6567.445.81.814.6929.146.511.71.982.51.266.26.54.517.2ISA 656565 X 6589.767.71.894.6137.459.515.31.962.471.258.16.54.522ISA 757575 x 7568.666.82.065.4445.773.118.42.32.911.468.474.527ISA 757575 x 75811.388.92.145.365994.1242.282.881.451174.534.8ISA 757575 x 751014.02112.225.2871.4113.329.42.262.841.4513.574.541.7ISA 909090 X 90610.478.22.426.5880.1128.1322.773.51.7512.28.55.547.2ISA 909090 X 90813.7910.82.516.49104.2166.4422.753.471.75168.55.561.5ISA 909090 X 901017.0313.42.596.41126.7201.951.62.733.441.7419.88.55.574.5ISA 909090 X 901220.1915.82.666.34147.9234.960.92.713.411.7423.38.55.586.5ISA 100100100 X 100611.679.22.677.33111.3178.144.53.093.911.9515.28.55.565.7ISA 100100100 X 100815.3912.12.767.24145.1231.858.43.073.881.95208.55.585.8ISA 100100100 X 1001019.0314.92.847.16177282.271.83.053.851.9424.78.55.5104.4ISA 100100100 X 1001222.5917.72.927.08207329.384.73.033.821.9429.28.55.5121.6ISA 150150150 X 1501029.0322.84.0610.94622.4995.4249.44.635.862.9356.9128368.2ISA 150150150 X 1501234.5927.24.1410.86735.41174.82964.615.832.9367.7128435ISA 150150150 X 1501542.7833.64.2610.74896.81429.7363.84.585.782.9283.5128529.1ISA 200200200 X 2001246.6136.65.3614.641788.92862715.96.27.843.92122.215101058.9

&C&"Arial,Bold"ROLLED STEEL SECTIONS - INDIAN (BIS)(REFR. HANBOOK FOR STRUCTURAL ENGINEERS SP :6 (1) - 1964&LPREP BY: NMD&CCHD BY: PS&RDT:06/10/01


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