Page 1 :
M.K.S. & S.I. UNITS, , R.AGOR

Page 3 :
Published by :, , Hi RIA ""PU=BL'""IC:":"Ar=IO=.""'Sp=v=r.=LT=o., 1/9185. Street No.5. West Rohtas Nagar., Shahdara. Delhi-ltO 032, , © With the Publishers, , All Rights Reserved. No port and style ofthis boak be, reproduced or transmitted, in any form, ar by any, means - electranic, mechanical. photocopying,, recording or otherwise, without prior permission of, the publishers and author., , First Edition, Reprint Edition, Second Edition, Reprint Edition, Third Edition, Reprint Edition, Fonrth Edition, Fifth Edition, Sixth Edition, Seventh Edition, Eighth Edition, Ninth Edition, Tenth Edition, Eleventh Edition, 1\velth Edition, Thirteen Edition, , : 1994, : 1994, : 1995, : 1995, : 1995, : 1996, : 1997, : 1998, : 1999, : 2000, : 2001, : 2002, : 2003, : 2004, : 2005, : 2006, , Price Rs. 50.00, , ISBN: 81-256-0011-6, , 1Ypesetling at :, Anu Laser Printers, Delhi-l10032, , Printed at:, NOVELTY PRINTERS, Delhi-l10053

Page 4 :
), Contents

Page 5 :
., Table No., , List of Tables, , 23., , Square Bats, , 73, , 24., , Mild Steel flats (weights), , 74, , 25., , Mild Steel flats (cross sectional area), , 76, , 26., , Moment of lnen;a of two flanges per centimetre width "bout X·X-axis, , 78, , 27., , Moment of lnmia of one web plate about its X·X-axis, , 80, , 28., , Reduction for area for rivet holes, , 81, , 29., , Strip, , 82, , 30., , Sheet, , 84, , 31., , Safe loads for single angle struts (single bolt), , 32., , Safe load for single angIe struts (double bolt), , 88, , 33., , Areas of round bats in slabs per meter width for different spacings, , 92

Page 6 :
SYMBOLS, Letter symbols used in this handbook shall have the meaning assigned to them as indicated beiow :, , a, , Sectional area in sq em, , fu u, , Radius -of gyration about the U-U axis, , b, , Width of flange, , Iw, , Radius of gyration about the V-V axis, , A, , The longer leg of an unequal angle or, one- of the,legs in the case of an equal, angle, , 'xx, , Radius of gyration about the X-X axis, , R yy, , Radius of gyration about the Y-Y, , The shorter leg of an unequal angle or, one of the legs in the case of an equal, angle, , S, , Maximum allowable shear in the web, , b, , Cxx, , Thickness of angles, plates, etc_, Mean thickness of compression flange, , The lesser of the two extreme fibre, distances from the X-X axis, , If, , The lesser of the two extreme fibre, distances from the y.Y axis, , Thickness of flange at the centre of the, outstand, , It, , Mean thickness of tension flange, , D, , Slope of flange, , 12, , Thickness of web, , D, , The outstand of the bulb in the case of, buib angles, , w, , Calculated weight in kg per m ( = 0.785, a), , =, , Distance of extreme fibre from the X"X, axis, , Zc, , =, , Distance of extreme fibre from the Y-Y, , Z1, , 8XZ, , =, , Rivet gauge distance in the flange, , 91, , Rivet gauge distance in the web, , h, , Overall depth of section, , I mm, , Moment of Inertia about the U-U axis, , Ivv, , Moment of inertia about the V-V axis, , I xx, , Moment of inertia about the X-X axis, , Ix, , Product of inertia about the X-X and, Y-Yaxis, , lyy, , Moment of Inertia about the Y-Y axis, , M, , Maximum allowable moment, , Modulus of section about the X-X axis, Modulus of section about the Y-Y axis, A line parallel to the axis of the web of, the section (in the case of berams,, channels and tee bars) or parallel to, the axis of the longer flange (in tho, case of unequal angles and bulb, angles) or enher flange (in the case of, equal angles) and passing through the, centre of gravity of the profile of the, section, A line passing through the centre of, gravny of the profile of the section, and, at right angles to the y.Y axis., , Radius at root of the flange, Radius at toe of the flange, Radius of bUlb corners in the case of, bulb angles, , of the, , Modulus of section based on the, distance of extreme fibre of the tension, flange, , axis, , 9, , ModUlus of extreme fibre, compression flange, , =}, , V-V and, V-V axis =, , Unes passing through the centre of, gravity of the profile of the section,, representing the principal axis of the, section

Page 7 :
(D, , Sl'lltt.L TABLES, , .<-_-----------:---~------,.~~", , ...~._-, , TABLE 1, , ROLLED STEEL EQUAL ANGLES, DIMENSIONS AND PROPERTIES, , Designation, & size, , AxS, , --", , Sectional, , Area, t, , a, , Cente of Gravity, , Weight per Metre, (w), /'0-, , Cxx"Cyy, em, 0.59, 0.63, , Distance of, Extreme Fibre, exx=eyy, em, 1.41, 1.37, , mm, 3.0, 4.0, , em2, 1.12, 1.45, , I Kg., 0.9, 1.1, , N, 8.8, 10.8, , ISA 2525, , 3.0, 4.0, 5.0, , 1.41, 1.84, 2.25, , 1.1, 1.4, 1.8, , 10.8, 13.7, 17.7, , 0.71, 0.75, 0.79, , 1.79, 1.75, 1.71, , ISA 3030, , 3.0, 4.0, 5.0, , 1.73, 2.26, 2.77, , 1.4, 1.8, 2.2, , 13.7, 17.7, 21.6, , 0.83, 0.87, 0.92, , 2.17, 2.13, 2.08, , ISA 3535, , 3.0, 4.0, 5.0, 6.0, , 2.03, 2.66, 3.27, 3.86, , 1.6, 2.1, 2.6, 3.0, , 15.7, 20.6, 25.5, 29.4, , 0.95, 1.00, 1.04, 1.08, , 2.55, 2.50, 2.46, 2.42, , ISA 4040·, , 3.0, 4.0, 5.0, 6.0, , 2.34, 3.07, 3.18, 4.47, , 1.8, 2.4, 3.0, 3.5, , 17.7, 23.5, 29.4, 34.3, , 1.08, 1.12, 1.16, 1.20, , 2.92, 2.88, 2.84, 2.80, , ISA 4545, , 3.0, 4.0, 5.0, 6.0, , 2.64, 3.47, 4.28, 5.07, , 2.1, 2.7, 3.4, 4.0, , 20.6, 26.5, 33.4, 39.2, , 1.20, 1.25, 1.29, 1.33, , 3.30, 3.25, 3.21, 3.17, , ISA 5050, , 3.0, 4.0, 5.0, 6.0, , 2.95, 3.88, 4.79, 5.68, , 2.3, 3.0, 3.8, 4.6, , 22.6, 29.4, 37.3, 44.1, , 1.32, 1.37, , .41, 1.45, , 3.68, 3.63, 3.59, 3.55, , ISA 5555, , 5.0, 6.0, 8.0, 10.0, , 5.27, 6.26, 8.18, 10.02, , 4.1, 4.9, 6.4, 7.9, , 40.2, 48.1, 62.8, 77.5, , 1.53, 1.57, 1.65, 1.72, , 3.97, 3.93, 3.85, 3.78, , ISA 6060, , 5.0, 6.0, 8.0, 10.0, , 5.75, 6.84, 8.96, 11.00, , 4.5, 5.4, 7.0, 8.6, , 44.1, 53.0, 68.7, 84.4, , 1.65, 1.69, 1.77, 1.85, , 4.35, 4.31, 4.23, 4.15, , ISA 6565, , 5.0, 6.0, 8.0, 10.0, , 6.25, 7.44, 9.76, 12.00, , 4.9, 5.8, 7.7, 9.4, , 48.1, 56.9, 75.5, 92.2, , 1.77, 1.81, 1.89, 1.97, , 1.73, 4.69, 4.61, 4.53, , ISA 2020, , -.,._ .., , Thlcknss, , 1, , (Continued)

Page 8 :
ROLLED STEEL EQUAL ANG::L::ES=-, , .....:.3, , y, , -it:t, , v, , TABLE 1 (Contd.), , ROLLED STEEL EaUALANGLES, DIMENSIONS AND PROPERTIES, , Modulus 01, section, , Radii of Gyration, , /\, 11 = 1, , I, , A, , '00, , Radius at, Root, , Radius at, , Toe, , Product of, Inertia, , Designation, &, , Size, , ' I, , cm 4, , em', , 'xxem= 'w, , em, , ", em, , 0.4, (l.5, , 0.6, 0.8, , 0.2, 0.2, , 0.58, 0.58, , 0.73, 0.72, , 0.8, 1.0, 1.2, , 1.2, 1.6, 1.8, , 0.3, 0.4, 0.5, , 0.73, 0.73, 0.72, , 1.4, 1.8, 2.1, , 2.2, 2.8, 3.4, , 0.6, 0.7, 0.9, , 2.3, 2.9, 3.5, 4.1, , 3.6, 4.7, 5.6, 6.5, , 3.4, 4.5, 5.4 ., 5.3, , 5.5, 7.1, 8.6, 10.0, , 5.0, 6.5, 7.9, 9.2, , z.,=z.", , I",, , em', , mm, , ", , ", mm, , 0.37, 0.37, , 0.3, 0.4, , 4.0, , 2.5, , 0.2, 0.3, , 0.93, 0.91, 0.91, , 0.47, 0.47, 0.47, , 0.4, 0.6, 0.7, , 4.5, , 3.0, , 0.4, 0.6, 0.7, , ISA 2525, , 0.89, 0.89, 0.88, , 1.13, 1.12, 1.11, , 0.57, 0.57, 0.57, , 0.6, 0.8, 1.0, , 5.0, , 3.0, , 0.6, 1.0, 1.2, , ISA 3030, , 0.9, 1.2, 1.5, 1.7, , 1.05, 1.05, 1.04, 1.03, , 1.33, 1.32, 1.31, 1.29, , 0.67, 0.67, 0.67, 0.67, , 0.9, 1.2, , 5.0, , 3.0, , 1.3, 1.7, 2.1, 2.4, , ISA 3535, , 1.4, , 1.21, 1.21, 1.20, 1.19, , 1.54, 1.53, 1.51, 1.50, , 0.77, 0.77, 0.77, 0.77, , 1.2, 1.6, 1.9, 2.3, , 5.5, , 3.0, , 2.0, 2.6, 3.2, 3.7, , ISA 4040, , 1.8, 2.2, 2.6, , 8.0, 10.4, 12.6, 14.6, , 2.0, 2.6, 3.2, 3.8, , 1.38, 1.37, 1.36, 1.35, , 1.74, 1.73, 1.72, 1.70, , 0.87, 0.87, 0.87, 0.87, , 1.5, 2.0, 2.5, 2.9, , 5.5, , 3.0, , 2.9, 3.8, 4.6, 5.4, , ISA 4545, , 6.9, 9.1, 11.0, 12.9, , 11.1 ., 14.5, 17.6, 20.6, , 2.8, 3.6, 4.5, 5.3, , 1.53, 1.53, 1.52, 1.51, , 1.94, 1.93, 1.92, 1.90, , 0.97, 0.97, 0.97, 0.96, , 1.9, 2.5, 3.1, 3.6, , 6.0, , 3.0, , 4.1, 5.3, 5.5, 7.6, , ISA 5050, , 14.7, 17.3, 22.0, 26.3, , 23.5, 27.5, 34.9, 41.5, , 5.9, 7.0, 9.1, 11.2, , 1.67, 1.66, 1.64, 1.62, , 2.11, 2.10, 2.07, 2.03, , 1.06, 1.06, 1.06, 1.06, , 3.7, 4.4, 5.7, 7.0, , 6.5, , 4.0, , 8.6, 10.1, 12.8, 15.1, , ISA 5555, , 19.2, 22.6, 29.0, 34.8, , 30.6, 36.0, 46.0, 54.9, , 7.7, 9.1, 11.9, 14.6, , 1.82, 1.82, 1.80, 1.78, , 2.31, 2.29, 2.27, 2.23, , 1.16, 1.15, 1.15, 1.15, , 4.4, 5.2, 6.8, 8.4, , 6.5, , 4.5, , 11.3, 13.3, 16.9, 20.1, , ISA 6060, , 24.7, 29.1, 37.4, 45.0, , 39.4, 46.5, 59.5, 71.3, , 9.9, 11.7, 15.3, 18.8, , 1.99, 1.98, 1.96, 1.94, , 2.51, 2.50, 2.47, 2.44, , 1.26, 1.26, 1.25, 1.25, , 5.2, 6.2, 8.1, 9.9, , 6.5, , 4.5, , 14.5, 17.2, 22.0, 26.2, , ISA6565, , "I, em', , ", , 1", , 1", , 1.4, , 1.7, , em', , AxB, ISA 2020, , (Continued}

Page 9 :
STEEL TAIlU'S, , TABLE 1 (Con/d.), , ROLLED. STEEL EQUAL ANGLES, DIMENSIONS AND PROPERTIES, , Designation, , Thickness, , &, Size, , Sectional, , Weight per Metre, , rN), , Area, , " 2, cm, , fMkg ...MM.. /'C-M··-·Nl, , Centre of, Gravity, Cxx = Cyy, em, 1.89 1.94, 2.02, 2.10, , Distance of, , Extreme Fibre, exx '" eyy, em, 5.11, 5.06, 4.98, 4.90, , AxB, ISA 7070, , mm, 5.0, 6.0, 8.0, 10.0, , 6.77, 8.06, 10.58, 13.02, , 5.3, 6.3, 8.3, 10.2, , 52.0, 61.8, 81.4, 100.1, , ISA 7575, , 5.0, 6.0, 8.0, 10.0, , 7.27, .8.66, 11.38, 14.02, , 5.7, 6.8, 8.9, 11.0, , 55.9, 66.7, 87.3, 107.9, , 2.02, 2.06, 2.14, 2.22, , 5.48, 5.44., 5.36, 5.28, , ISA 8080, , 6.0, 8.0, 10.0, 12.0, , 9.29, 12.21, 15.05, 17.81, , 7.3, 9.6, 11.8, 14.0, , 71.6, 94.2, 115.8, 137.3, , 2.18, 2.27, 2.34, 2.42, , 5.82, 5.73, 5.66, 5.58, , ISA 9090, , 6.0, 8.0, 10.0, 12.0, , 10.47, 13.79, 17.03, 20.19, , 8.2, 10.8, 13.4, 15.8, , 80.4, 105.9, 131.5, 155.0, , 2.42, 2.51, 2.59, 2.66, , 6.58, 6.49, 6.41, 6.34, , ISA 100100, , 8.0, 8.0, 10.0, 12.0, , 11.67, 15.39, 19.03, 22.59, , 9.2, 12.1, 14.9, 17.7, , 90.2, 118.7, 146.2, 173.6, , 2.67, 2.76, 2.84, 2.92, , 7.33, 7.24, 7.16, 7.08, , ISA 110110, , 8.0, 10.0, 12.0, 15.0, , 17.02, 21.06, 25.02, 30.81, , 13.4, 16.5, 19.6, 24.2, , 131.5, 161.9, 192.3, 237.4, , 3.00, 3.08, 3.16, 3.27, , 8.00, 7.92, 7.84, 7.73, , ISA 130130, , 8.0, 10.0, 12.0, 15.0, , 20.22, 25.06, 29.82, 36.81, , 15.9, 19.7, 23.4, 28.9, , 156.0, 193.3, 229.6, 283.5, , 3.50, 3.58, 3.66, 3.78, , 9.50, 9.42, 9.34, 9.22, , ISA 150150, , 10.0, 12.0, 15.0, 18.0, , 29.03, 34.59, 42.78, 50.79, , 22.8, 27.2, 33.6, 39.9, , 223.7, 266.8, 329.6, 391.4, , 4.06, 4.14, 4.26, 4.38, , 10.94, 10.86, 10.74, 10.62, , ISA 200200, , 12.0, 15.0, 18.0, 25.0, , 46.61, 57.80, 68.81, 93.80, , 36.6, 45.4, 54.0, 73.6, , 359.0, 445.4, 529.7, 722.0, , 5.36, 5,49, , 14.84, 14.51, 14.39, 14.1;1, , Ul, 5.88, , (Continuod)

Page 12 :
RO~~ED, , V, , l;.,, A, , STEEL UNEQUAl. ANGLrs, y, , tl1--, , TABLE Z (Contd.), u, , 19o •, , ROLLED STEEL UNEQUAL ANGLES, , r2, , e xx, , DIMENSIONS AND PROPERTIES, , u, 8, V, , y, , Radii of Gyra'ioR, , A, , Moduli of Section, , tan, , a, , Radius at, , Radius at, , Toe, , Product of, Inertia, , '", , 'w, , 'w I ~I, , Root, , ", , '., , I", , em, , em, , em, , em, , mm, , mm, , cm 4, , 0.92, 0.92, , 0.81, , 0.04, 0.04, 0.03, , 0,89, 0.98, 0,97, , OAl, OAl, , 3.0, , OA, , 1.20, 1.20, 1.24, 1.23, , '0.68, 0.68, 0.67, 0,66', , lA2, , I,, , ~, , Designation, & size, , Ax8, , em", , em', OA, OA, , OA3, OA2, .0Al, , 4.0, , 0,41, , 0.0, 0.8, 1.0 ., , 1.33, 1.32, 1.31, 1.29, , 0,02, 0.02, 0.02, 0.02, , 1.1, 1,4, 1,8, 2,1, , 0.0, 0.6, 0.7, 0,9, , 0.36, 0.38, ·0.37, 0,37, , 0.0, , 1.02, 1.01, 1.00, 1.49, , 0.63, 0,63, 0.83, 0.63, , 1.4, . 1.8, 2.3, 2.7, , 0,7, 0.9, 1.1, 1.3, , 0.44, 0.43, 0.43, 0.42, , 0,0, , 1.39, , 0.84, 0,84, 0.83, 0.82, , 1.09, 1.08, 1.07, 1.06, , 0.82, 0.82, 0,81, 0,80, , 1,67, 1.66, 1.60, 1.64, , 0.60, 0,83, 0.63, 0,63, , 1.7, 2.3, 2,8, 3.4, , 0.7, 0,9, 1.1, 1.3, , 0,36, 0,36, 0.30, 0,30, , 0,0, , 3.0, , 1.7, 2,3, 2.7, 3.1, , ISA 0030, , 1,89, 1.88, 1.86, , 1.12, 1.11, 1.10, , 2,02, 2.01, 1.98, , 0.80, 0.80, 0,84, , 4,2, 0,0, 6.6,, , 2.0, 2.3, 3,0, , 0.44, 0,43, 0,42, , 6.0, , 4.0, , 0.8, 6.8, 8,0, , ISA 6040, , 2.05, 2.04, 2.02, , 1,28, 1,27, 1.25, , 2.22, , 0.96, 0.90, 0,90, , 5,0, 5.9, 7.7, , 2,5, 3,0, 3.9, , 0.47, , 6,0, , 4,0, , 8.0, , ISA 6045, , 2,21, 2.18, , OA7, OA6, , 2,22, 2.21, 2.19, 2.16, , 1.26, 1.25, 1.24, 1.22, , 2.36, 2,35, 2,32, 2.29, , 0.96, 0.98, 0.90, 0.90, , 5,7, 6.8, 8.9, 10.9, , 2.0, 3.0, 3,9, 4,8, , 2,38, 2.37, 2,35, 2.33, , 1.42, 1.41, 1,40, 1.38, , 2.56, 2.50, 2,02, 2.49, , 1.07, 1.07, 1,06, 1,06, , 6,7, 8,0, , 3,2, 3,8, 4,9, 6.0, , OA2, , 2,00, 2.04, 2,02, , 1.40, 1,39, 1,37, 1.36, , 2,70, 2,69, 2.66, 2.63, , 1.07, 1,07, , 3,2, 3.8, 4,9, 6.0, , 0.39, 0.39, 0,38, 0.38, , 1.41, , lAO, , 2A9, , lOA, 12.7, , 1.00, , 7.0, 9.0, 11,7, , 1.06, , 14A, , 0.3, , 0.41, , 3.0, , 0.9, 1.2, , ISA 4020, , lA, 1.6, 3,0, , 1,0, , ISA 4030, , 1.9, , 2.3, 2.7, , . 9A, 11,8, 6,0, , 4.0, , 8.9, 10.0, 13.2, 10,5, , ISA 7045, , 6,5, , 4.0, , 11.8, 13.9, 17.7, ,20.9, , ISA 7000, , 7,0, , 4.0, , 12,9, 10,2, 19.3, 22,9, , ISA 80"0, , OAl, OAO, 0,39, 0,44, 0,44, 0.43, , ISA 3020, , 0,0, 0,6, , (Continued)

Page 13 :
.STEEL TABLES, , 8, , TABLE 2 (Contd), , ROLLED STEEL UNEQUAL ANGLES, f, , CXX, , 2, , DIMENSIONS AND PROPERTIES, , u, 8, V, , y, , Designation Thick- Sectional Weight per Metre, &, Size, , ness, , A.S, , Area, , (W), , B, , r--A---,, , Centre of, Gravity, , ~, , Distance of, , ~, , k9, 6.8, 8.9, 11.0, 13.0, , 66,7, 87,3, 107.9, 127.5, , em, 2.87, 2.96, 3.04, 3.12, , em, 1,39, 1.48, 1,55, 1,63, , em, 6.13, 6,04, 5.96, 5.88, , ew, em, 4.61, 4.52, 4.45, 4,37, , C~, , C", , Moment oflnel1ia, , Extreme Fibre, e~, , /\, I I, , ~, , '", , Iw, , I.,, , cm, , 4, , lSA 10065, , 6,0, 8,0, 10,0, , em', 8.65, 11,37, 14,01, 16,57, e'9.55, 12.57, 15.51, , 7.5, 9.9, 12.2, , 73.6, 97.1, 119.7, , 3.19, 3.28, 3.37, , 1.47, 1.55, 1.63, , 6.81, 8.72, 6.63, , 5.03, 4,93, 4.87, , 96.7, 125.9, 153.2, , .32.4, 41.9, 50.7, , 110.6, 143.6, 174.2, , 18.6, 24.2, 29.7, , ISA 10075, , 6.0, 8.0, 10.0, 12.0, , 10.14, 8.0, 13,36 10,5, 16,50 13,0, 19.56 ' 1504, , 78.5, 103.0, 131.4, 151.1, , 3,01, .3,10, 3,19, 3,27, , 1,78, 1.87, 1.95, 2.03, , 6,99, 6,90, 6,81, 6.73, , 5.72, 5.63, 5.55, 5,47, , 100.9, 131.6, 160.4, 187.5, , 48.7, 63.3, 76,9, 89,5, , 124.0, 161.3, 196.1, 228.4, , 25.6, 33.6, 41.2, 48.8, , ISA 12575, , 6.0, 8.0, 10.0, , 11,66, 15.38, 19.02, , 9.2, 12.1, 14,9, , 90.3, 118.7, 148.2, , 4.05, 4.15, 4.24, , 1.59, 1.68, 1.76, , 8.45, 8.35, 8.26, , 5,91, 5,82, 5.74, , 187.8, 245.5, 300.3, , 51.6, 67,2, 81.8, , 208.9, 272.8, 332.9, , 30.5, 40.0, , ISA 12595, , 6.0, 8,0, ·10,0, 12,0, , 12.86, 16.98, 21.02, 24.98, , 10.1, 13.3, 16,5, 19,6, , 99.1, 130.5, 161.9, 192.3, , 3,70, 3,80, 3,88, 3,96, , 2.22, 2.31, 2.39, 2.47, , 8.80, 8,70, 8.62, 8.54, , 7.28, 7,19, 7.11, 7;03, , 203.2, 266.0, 325.8, 382.6, , 102.1, 133,3, 162,7, 190.4, , 252.3, 329.7, 402.9, 472.0, , 52.9, 69.6, 85.6, 101.0, , ISA 15075, , 8,0, 10.0, 12,0, , 17.42, 21,56, 25,62, , 13.7, 16.9, 20.1, , 134.4, 165.8, 197.2, , 5.23, 5.32, 5.41, , 1,53, 1,61, 1,69, , 9.77, 9.68, 9.59, , 5.97, 5.89, 5,81, , 407.2, 499.1, 587,0, , 70,2, 85.3, 99.5, , 432,8, 529.8, 622.2, , 44.5, 54.6, 64.3, , ISA 150115 8,0, 10,0, 12.0, 15,0, , 20,58, 25.52, 30.38, 37.52, , 16.2, 20.0, 23.8, 29,5, , 158.9, 196.2, 233.5, 289.4, , 4.46, 4,55, 4,64, 4,76, , 2,73, 2.82, 2,90, 3.02, , 10.54, 10.45, 10.36, 10,24, , 8,77, 8,68, 8,60, 8,48, , 465,7, 573.3, 676.5, 823.5, , 238.9, 293.4, 345.3, 418.6, , 581.2, 714.3, 841.4, 1020.9, , 123.3, 152.4, 160.4, 221.2, , ISA 200100 10,0, 12,0, ", 15,0, , 29.03, 34.59, 42.78, , 22.8, 27.2, 33,6, , 223.7, 266.8, 329.6, , 6,96, 7,05, 7,18, , 2.01, 2.10, 2.22, , 13.04, 12.95, 12.82, , 7.99, 7.90, 7.78, , 1210.0, 1431.7, 1750.5, , 209.2, 248.2, 298,1, , 1286,7, 1521,0, 1856,7, , . 132.5, 158.8, 191.9, , ISA 200150 10,0, 12,0, 15.0, 18,0, , 34.00, 40.56, 50.25, 59,76, , 26.7, 31,8, 39.4, 46,9, , 261.9, 312.0, 386.5, 460.1, , 5,99, 6,08, 6,20, 6,33, , 3,51, 3.60, 3.72, 3.84, , 14.01, 13.92, 13.80, 13.67, , 11.49, 11.40, 11.28, 11,16, , 1377.9, 1634.9, 2005.6, 2359.4, , 669.6, 793,2, 969.9, 1138.9, , 1696,6, 2010,8, 2461.9, 2889.5, , 350.8, 417.2, 513.6, 606.9, , mm, , ISA 9060, , 6.d, 8,0, 10,0, 12.0, , ~, , N, , em', 70.6, 91.5, 110.9, 129,1, , em', 25.2, 32.4, 39.1, 45,2, , em', 81.5, 105.3, 127.3, 147.5, , 14.3, 18.6, 22.8, 28.8, , 49:,, , (Continued), , I

Page 14 :
ROLLED STEEL UNEQUAL ANGLES, Y, V, t, , 9, , TABLE 2 (Con/d), , u, , ROLLED STEEL UNEQUAL ANGLES, , r2, , DIMENSIONS AND PROPERTIES, , Cyy, V, , y, , Radii of Gyration, , Ir, , ~, , em, , 1, , Moduli of section, , A, , '", , em, , 'w, , em, , 'vv, , I, , em, , tan a, , ~, em 3, , em;), , Product of, Inertia, , Root, , Radius at, Toe, , mm, , ", , mm, , em', , Radius at, , '2, , I.,, , Designation, & SiZe, AxB, , 2.86, 2.84, 2.81, 2.79, , 1.71, 1.69, 1.67, 1.65, , 3.07 "'1.28, 3.04, 1.28, 3.01, 1.27, 1.27, 2.98, , 11.5, 15.1, 18.6, 22.0, , 5.5, 7.2, 8.8, 10.3, , 0.44, 0.44, 0,43, 0.42, , 7.5, , 5.0, , 24.5, 31.5, 37.8, 43.3, , ISA 9060, , 3.18, 3.16, 3.14, , 1.84, 1.83, 1.81, , 3.40, 3.38, 3.35, , 1.39, 1.39, 1.38, , 14.2, 18.7, 23.1, , 6.4, 8.5, 10.4, , 0.42, 0.42, 0.41, , 8.0, , 5.5, , 32.5, 42.0, 50.7, , ISA 10065, , 3.15, 3.14, 3.12, 3.10, , 2.19, 2.18, 2.16, 2.14, , 3.50, 3.48, 3.45, 3.42, , 1.59, 1.59, 1.58, 1.58, , 14.4, 19.1, 23.6, 27.9, , 8.5, 11.2, 13.8, 16.3, , 0.55, 0.55, 0.55, 0.54, , 8.5, , 6.0, , 41.0, 53.4, 64.7, 74.9, , ISA 10075, , 4.01, 4.00, 3.97, , 2.10, 2.09, 2.07, , 4.23, 4.21, 4.18, , 1.62, 1.61, 1.61, , 22.2, 29.4, 36.3, , 8.7, 11.5, 14.2, , 0.37, 0.36, 0.36, , 9.0, , 6.0, , 56.7, Z4.0, 89.9, , ISA 12575, , 3.97, 3.96, 3.94, 3.91, , 2.82, 2.80, 2.78, 2.76, , 4.43, 4.41, 4.38, 4.35, , 2.03, 2.02, 2.02, 2.01, , 23.1, 30.6, 37.8, 44.8, , 14.0, 18.5, 22.9, 27.1, , 0.57, ..0.57, 0.57, 0.56, , 9.0, , 6.0, , 84.5, 110.6, 135.0, 157.7, , ISA 12595, , 4.83, 4.81, 4.79, , 2.01, 1.99, 1.97, , 4.98, 4.96, 4.93, , 1.66, 1.59, 1.58, , 41.7, 51.6, 61.2, , 11.8, 14.5, 17.1, , 0.27, 0.26, 0.26, , 10.0, , 6.0, , 95.5, 116.2, 135.2, , ISA 15075, , 4.76, 4.74, 4.72, 4.68, , 3.41, 3.39, 3.37, 3.34, , 5.31, 5.29, 5.26, 5.22, , 2.45, 2.44, 2.44, 2.43, , 44.2, 54.9, 65.3, 80.4, , 27.2, 33.8, 40.2, 49.4, , 0.58, 0.58, 0.58, 0.57, , 11.0, , 7.5, , 195.9, 241.0, 283.6, 342.8, , ISA 150115, , 6.46, 6.43, 6.40, , 2.68, 2.67, 2.64, , 6.66, 6.63, 6.59, , 2.14, 2.13, 2.12, , 92.8, 110.6, 136.5, , 26.2, 31.1, 38.3, , 0.27, 0.26, 0.26, , 12.0, , 8.0, , 284.8, 335.3, 405.4, , ISA 200100, , 6.37, 6.35, 6.32, 6.28, , 4.44, 4.42, 4.39, 4.36, , 7.06, 7.04, 7.00, 6.95, , 3.21, 3.21, 3.20, 3.19, , 98.3, 117.4, 145.4, 172.5, , 58.3, 69.6, 86.0, 101.9, , 0.56, 0.56, 0.55, , 13.5, , 9.5', , 564.1, 669.1, 818.5, 958.1, , ISA 200150

Page 15 :
(Continued), , In I$NT sections, the taper of one degree is diVided equally between the' web and the flange.

Page 16 :
ISNT sections, the taper of one degree is divided equally between the web and the flange.

Page 17 :
STEEL TABLFS, , 12, , Y, , t,, , TABLE 4, , twT, , ROLLED STEEL BEAMS, , '., , DIMENSIONS AND PROPERTIES, y, , Designation, , Weight per Metre, , I!f'I), , ~, , Sectional, Area, , Depth, of, Section, , a, , h, , em', , mm, , Width Thickness Thickness Moments of Inertia, of, of, of, Flange Flange, Web, b, I,, I~, r", I", , Radii of Gymtion, , ~~, ,~, , '", , mm, , mm, , em', , em', , 50, 50, 60, 80, , 4.6, 4.8, 5.0, 5.0, , 3.0, 3.2, 3.4, 3.7, , 322.1, 479.3, 780.7, 1308.5, , 9.2, 9.7, 17.3, 40.5, , 5.98, 6.83, 7.86, 8.97, , 1.01, 0.97, 1.17, 1.58, , 75, 100, 125, , 50, 50, 75, , 5.0, 6.4, 6.5, , 3.7, 4.0, 4.4, , 72.7, 168.0, 406.8, , 10.0, 12.7, 43.4, , 3.07, 4.06, 5.19, , 1.14, 1.12, 1.69, , 18.08, 21.30, 25.27, , 150, '175, 200, , 80, 90, 100, , 6.8, 6.9, 7.3, , 4.8, 5.1, 5.4, , 6.88.2, 1096.2, 1696.6, , 55.2, 79.6, 115.4, , 6.17, 7.17, 8.19, , 1.75, 1.93, 2.13, , 230.5, 273.7, 323.7, , 29.92, 35.53, 42.02, , 225, 250, 275, , 100, 125, 140, , 8.6, 8.2, 8.8, , 5.8, 6.1, 8.4, , 2501.9, 3717.8, 5375.3, , 112.7, 193.4, 287.0, , 9.15, 10.23, 11.31, , 1.94, 2.33, 2.81, , 37.7, 43.1, 49.5, , 369.8, 422.8, 485.6, , 48.08, 54.90, 63.01, , 300, 325, 350, , 150, 165, 165, , 9.4, 9.8, 11.4, , 6.7 7332.9, 7.0 9874.6, 7.4 13158.3, , 376.2, 510.8, 631.9, , 12.35, 13.41, 14.45, , 2.'0, 3.05, 3.17, , ISLB 400, ISLB 450, ISLB 500, , 56.9, 65.3, 75.0, , 558.2, 640.6, 735.8, , 72.43, 83.14, 95.50, , 400, 450, 500, , 165, 170, 180, , 12.5, 13.4, 14.1, , 8.0 19306.3, 8.6 27536.1, 9.2 38579.0, , 716.4, 853.0, 1053.9, , 16.33, 18.20, 20.10, , 3.15, 3.20, 3.34, , ISLB 550, ISLB 600, , 86.3, 99.5, , 846.6 109.97, 976.1 126.69, , 550, 600, , 190, 210, , 15.0, 15.5, , 9.9 53161.6, 10.5 72867.6, , 1335.1, 1821.9, , 21.99, 23.98, , 3.48, 3.79, , ISMB 100, ISMB 1'25, ISMB 150, , 11.5, 13.0, 14.9, , 112.8 14.60, 127.5 . 16.60, 146.2 19.00, , 100, 125, 150, , 75, 75, 80, , 7.2, 7.6, 7.6, , 4.0, 4.4, 4.8, , 257.5, 449.0, 728.4, , 40.8, 43.7, 52.6, , 420, 5.20, 8.18, , 1.67, 1.62, 1.68, , ISMB 175, ISMB 200, ISMB 225, , 19.3, 189.3, 25.4' 249.2, 31.2, 306.1, , 24.62, 32.33, 39.72, , 175, 200, 225, , 90, 100, 110, , 8.6, 10.8, 11.8, , 5.5, 5.7, 6.5, , 1272.0, 2235.4, 3441.8, , 85.0, 150.0, 218.3, , 7.19, 8.32, 9.31, , 1.86, 2.15, 2.34, , ISMB 250, ISMB 300, ISMB 350, , 37.3/, , 44.2, 52.4, , 365.9, 433.6, 514.0, , 47.55, 56.26, 66.71, , 250, 300, 350, , 125, 140, 140, , 12.5, 12.4, 14.2, , 8.9 5131.6, 7.5 8603.6, 8.1 13630.3, , 334.5, 453.9, 537.7, , 10.39, 12.37, 14.29, , 2.65, 2.84, 2.84, , ISMB 400, ISMB 450, ISMB 500, , 61.6, 72.4, 86.9, , 604.3 78.46, 710.2 92.27, 852.5 110.74, , 400, 450, 500, , 140, 150, 180, , 16.0, 17.4, 17.2, , 8.9 20458.4, 9.4 30390.8, 10.2 45218.3, , 622.1, 834.0, 1369.8, , 16.15, 18.15, 20.21, , 2.82, 3.01, 3.52, , N, , 150, 175, 200, 225, , k9, 7.1, 8.1, 9.9, 12.8, , 69.7, 79.5, 97.1, 125.6, , 9.01, 10.28, 12.64, 16.28, , 150, 175, 200, 225, , ISLB 75, ISLB 100, ISLB 125, , 6.1, 8.0, 11.9, , 59.8, 78.5, 116.7, , 7.71, 10.21, 15.12, , ISLB 150, ISLB 175, ISLB 200, , 14.2, 16.7, 19.8, , 139.3, 163.8, 194.2, , ISLB 225, ISLB 250, ISLB 275, , 23.5, 27.9, 33.0, , ISLB 300, ISLB 325, ISLB 350, , ISJB, ISJB, ISJB, ISJB, , mm, , em, , em, , lCimfinued), , <1

Page 18 :
ROlLED STEEL BEAMS, , 13, , ,y, , TABLE 4 (Con/d.), , "z, , 9,, , ROLLED STEEL BEAMS, DIMENSIONS AND PROPERTIES, hZ, , -lVL9 ,, , MOduli ofSection Radius, at, , ~, , Rool, , Radius, , Slope, , at, , of, , Toe, , Flange, , h,, , hz, , b,, , e, , g', , mm, , mm, , mm, , mm, , mm, , Connection 0etalJs, , I\., , Maximum, size of, Flange, Alvet, , ,, , Designation, , Zu, , Zyj, , ", , , T2 ., , D, , em', , cm.l, , mm, , mm, , degrees, , mm, , mm, , 42,9, 54.8, 78,1, 116.3, , 3,7, 3,9, 5,8, 10.1, , 5.0, 5.0, 5,0, 6,6, , 1.5, 1.5, 1.5, 1,5, , 91.5, 91.5, 91.5, 91.6, , 130,4, 155,0, 179,5, 201.5, , 9,80, 10,00, 10,25, 11.95, , 23,50, 23,40, 28.38, 38,15, , 3,00, 3,10, 3,20, 3.35, , ,30, 30, 30, 40, , 45, 45, 45, 45, , 6, 6, 6, 12, , ISJB, ISJB, ISJB, ISJB, , 19.4, 33.6, 65,1, , 4,0, 5,1, 11.6, , 6,5, 7,0, 8,0, , 2,0, 3.0, 3.0, , 91,5, 91.5, 91.5, , 51.7, 73;0, 95.4, , 11.85, 13,50, 14.80, , 23,15, 23,00, 35.30, , 3,35, 3.50, 3.70, , 30, 30, 35, , 50, 50, , 6, 6, 12, , ISlB 75, ISlB 100, ISlB 125, , 91.8, 125.3, 169.7, , 13.8, 17.7, 23.1, , 9,5, 9.5, 9.5, , 3.0, 3.0, 3.0, , 91.5, 91.5, 91.5, , 116.9, 141.6, 165.7, , 16.55, 16.70, 17.15, , 37.60, 42.45, 47,30, , 3.90, 4.05, 4.20, , 40, 50, 55, , 50, 50, 50, , 12, 12, 16, , ISlB 150, ISlB 175, ISlB 200, , 222.4, 297.4, 392,4, , 22.5, 30.9, 41.0, , 12.0, 13.0, 14.0, , 6.0, 6.5, 7.0, , 98, 98, 98, , 180,3, 202.6, 223.7, , 22.35, 23,70, 25.65, , 47.18, 59,45, 66.80, , 4.45, 4.55, 4.70, , 55, 65, 80, , 55, 60, 60, , 16, 22, 22, , ISlB 225, ISlB 250, ISlB 275, , 488.9, 807.7, 751.9, , 50.2, 61.9, 76.6, , 15.0, 16.0, 16.0, , 7.5, 8.0, 8.0, , 98, 98, 98, , ' 245.1, 266.5, 288.3, , 27,45, 29.25, 30.85, , 71.65, 79.00, 78.80, , 4.85, 5.00, 5.20, , 90, 100, 100, , 60, 65, 65, , 22, 25, 25, , ISlB 300, ISlB 325, iSlB 350, , 985.3, 1223.8, 1543.2, , 86,8, 100.4, 118.2, , 16.0, 16.0, 17.0, , 8.0, 8.0, 8.5, , 98, 98, 98, , 336.2, 384.0, 430.2, , 31.90 78.50, 33.00 .80.70, 34.90 85,40, , 5.50, 5.80, 6.10, , 100, 100, 100, , 65, 70, 70, , 25, 25, 28, , ISlB 400, ISlB 450, ISlB 500, , .1933.2, 2428.9, , 140.5, 173,5, , 18.0, 20.0, , 9,0, 10.0, , 98, 98, , 476.1, 520,0, , 36.95, 39.90, , 90.05, 99.75, , 6.45, 6.75, , 100, 140.100, , 70, 75, , 32, ISlB 550, 25.32 ISlB 800, , 51.5, 71.8, 96.9, , 10.9, 11.7, 13.1, , 9.0, 9.0, 9.0, , 4.5, 4.5, 4.5, , 98, 98, , 65.0, 89.2, 113.9, , 17.50, 17.90, 18,05, , 35.50, 35.30, 37.60, , 3.50, 3.70, 3.90, , 35, 35, 40, , 55, 55, 55, , 12, 12, 12, , ISMB 100, ISMB 125, ISMB 150, , 145,4, 223.5, , 305.9, , 18.9, 30.0, 39.7, , 10.0, 11,0, 12.0, , 5.0, 5.5, 8.0, , 98, 98, 98, , 134.5, 152.7, 173.3, , 20.25, 23.65, 25.85, , 42.25, 47.15, 51.75, , 4,25, 4.35, 4.75, , 50, 55., 60, , 55, 60, 60, , 12, 16, 20, , ISMB 175, ISMB 200, ISMB 225, , 410.5, 573.6, 178,9, , 53.5, 64.8, 76.8, , 13.0, 14.0, 14.0, , 6.5, 7.0, 7.0, , 98, 98, , 98, , 194.1 27.95, 241.5 29.25, 288.0 "31.00, , 59,05, 66.25, 65.95, , 4.95, 5,25, 5.55, , 65, 80, 80, , 65, 65, 65, , 22, 22, 22, , ISMB 250, ISMB 300, ISMB 350, , 88.9 ' 14.0, 111.2 15.0, 152.2 17,0, , 7.0, 7.5, 8.5, , 98, 98, 98, , 334,4, 379.2, 424,1, , 65.55, 70,30, 84.90, , 5.95, , 80, 90, 100, , 70, 70, 75, , 22, 22, 28, , ISMB 400, 15MB 450, ISMB 500, , 1022.9, 1350.7, 1808,7, , 98, , 32.80, 35,40, 37.95, , g,, (Min), , 6.20, , 6,80, , I, , 150, 175, 200, 225, , (Continued), , "The value 01 'g' are meant for one row 01 rivets only., , •

Page 19 :
14, , STEEL TABLES, Y, , t,, , TABLE 4 (Con/d), , T, , x, , 'z, , ROLLED STEEL BEAMS, , h, , '1, b-l, , 0, , DIMENSIONS AND PROPERTIES, , Y, Designation, , Weight per Metre Sectional, . Area, (IN), , ~., , •, , Depth, of, Section, h, , Width Thickness Thickness, of, Flange, ~, , lorn, , of, Flange, I,, , of, Web, , t,., , em', , mm, , 1017.3 132.11, 1202.7 156.21, , 550, 600, , .210, , 19.3, 20.6, , 21.67, 28.11, 36.71, , 150, 175, 200, , 100, 125, 140, , 7.0, 7.4, 9.0, , 5.4, 5.8, 6.1, , 43.24, 52.05, 61.33, , 225, 250, 300, , 150, 2DD, 200, , 9.9, 9.0, 10.0, , 6.4, 6.7, 7.4, , 56.9, 66.7, 79.4, , 558.2 72.50, 654.3 85.D1, 778.9.101.15, , 350, 400, 450, , 200, 200, 200, , ISWB 500, ISWB 550, ISWB 600, , 95.2, 112.5, 133.7, , 933.9 121·22, 1103.6 143.34, 1311.6 170.38, , 500, 550, 600, , ISWB600, , 145.1, , 1423.4 184.86, , ISHB 150, ISHB 150, ISHB 150, , 27.1, 30.6, 34.6, , 265.9, 300.2, 339.4, , 34.48, 38.98, 44.08, , ISHB 200, ISHB 200, ISHB 225, , 37.3, 40.0, 43.1, , 365.9, 392.4, 422.8, , ISHB 225, ISHB 250, ISHB 250, , 46.8, 51.0, 54.7, , ISHB 300, ISHB 300, ISHB 350, , em', , em', , em, , em, , 1633.8, 2851.0, , 22.16, 24.24, , 3.73, 4.12, , 839.1, 1509.4, 2824.5, , 94.8, 189.6, 326.6, , 6.22, 7.33, 8.46, , 2.09., 2.59, 2.99, , 3920.5, 5943.1, 8921.6, , 448.6, 857.5, 990.1, , 9.52, 10.69, 12.89, , 3.22, 4.08, 4.02, , 11.4, 13.0, 15.4, , 8.0 15521.7, 8.6 23428.7, 9.2 35057.6, , 1175.9, 1389.0, 1706.7, , 14,63, 16.60, 18.63, , 4,03, 4.04, 4.11, , 250, 250, 250, , 14.7, 17.6, 21.3, , 9,9 52290.9, 10.5 74906.1, 11.2106198.5, , 2987.8, 3740.6, 4702.5, , 20.77, 22.86, 24.97, , 4,96, 5.11, 5.25, , 6DD, , 250, , 23.6, , 11.8115828.6, , 5298.3, , 25.01, , 5.35, , 150, 150, 150, , 150, 150, 150, , 9.0, 9.0, 9.0, , 5.4, 8.4, 11.8, , 1455.6, 1540.0, 1635.6, , 431.7, 460.3, 494.9, , 6.50, 6.29, 6.09, , 3.54, 3.44, 3.35, , 47.54, 50.94, 54.94, , 200, 200, 225, , 200, 200, 225, , 9.0, 9.0, 9.1, , 6.1, 7.8, 6.5, , 3608.4, 3721.8, 5279.5, , 967.1, 994.6, 1353.8, , 8.71, 8.55, 9.80, , 4.51, 4.42, 4.96, , 459.1, 500.3, 536.6, , 59.66, 64.96, 69.71, , 225, 250, 250, , 225, 250, 250, , 9.1, 9.7, 9.7, , 8.6, 6.9, 8.8, , 5478.8, 7736.5, 7963.9, , 1396.6, 1951.3, 2011.7, , 9.58, 10.91, 10.70, , 4.84, 5.49, 5.37, , 58.8, 63.0, 67.4, , 576.8, 618.0, 661.2, , 74.85, 80.25, 85.91, , 300, 300, 350, , 250, 250, 250, , 10.6, 10.6, 11.6, , 7.6 12545.2, 9.4 12950.2, 8.3 19159.7, , 2193.6, 2248.7, 2451.4, , 12.95, 12.70, 14.93, , 5.41, 5.29, 5,34, , ISHB 350, ISHB 4QO, ISHB 400, , 72.4, 77.4, 82.2, , 710.2 92.21, 759.3 98.66, 806.4 104.66, , 350, 400, 400, , 250, 250, 250, , 11.8, 12.7, 12.7, , 10.1 19502.8, 9.1 28083.5, 10.8 28823.5, , 2510.5, 2728.3, 2783.0, , 14.65, 16.87, 16.61, , 5.22, 5.26, 5.16, , ISHB 450, ISHB 450, , 87.2, 92.5, , 855.4 111.14, 907.4 117.89, , 450, 450, , 250, 250, , 13.7, 13.7, , 9.8 39210.8, 11.3 40349.9, , 2985.2, 3045.0, , 18.78, 18.50, , 5.18, 5.08, , N, , 103.7, 122.6, , ISWB 150, ISWB 175, ISWB200, , 17.0, 22.1, 28.8, , 166.8, 216.8, 282.5, , ISWB 225, ISWB250, ISWB 300, , 33.9, 40.9, 48.1, , 332.6, 401.2, 471.9, , ISWB 350, ISWB 400, ISWB 450, , mm, , ~~, la, I", 'n, '", , 11.2 64893.6, 12.0 91813.0, , kg, , 15MB 550, 15MB 600, , mm, , Moment of Inertia. Radii of Gyration, , (Continued)

Page 20 :
ROllED STEEL BEAMS, , 15, , Y, , "2, , TABLE 4 (Contd), , g,, , ROLLED STEEL BEAMS, DIMENSIONS AND PRUPERTIES, h2, , .J gly ,, , Moduli of Section, , ~, Z~, , Z'", , Radius, at, Root, , Radius, at, , Slope, of, , Toe, , Aange, , ", , ", , 0, , em', , mm, , mm, , degrees, , 2359.8, 3060.4, , 193.0, 252.5, , 18.0, 20.0, , 9.0, 10.0, , 98, , 111.9, 172,5, 262.5, , 19.0, 30.2, 47.0, , 8.0, 8.0, 9.0, , 348.5, 475.4, 654.8, , 59.8, 85.7, 99.0, , 887.0, 1171.3, 1558.1, , em,, , Maximum, Size of, , Connection Details, , A, , I, h,, , b,, , h,, , I, , e, , g, , g,, (Min), , mm, , mm, , Dasig·, , nation, , Flange, Rivet, , mm, , mm, , mm, , mm, , mm, , il8, , 467.5, 509.7, , 41.25, 45.15, , 89,40, 99.00, , 100, 7.10, 7.50 140,100, , 75, 80, , 32, 25,32, , 4.0, 4.0, 4.5, , 96, 96, 96, , 116.6, 139.5, 158.8, , 17.75, 20.60, , 1~70, , 47.30, 59.60, 66.95, , 4.20, 4.40, 4.55, , 55, 55, 55, , 16, 22, 22, , ISWB 150, ISWB 175, ISWB 200, , 9.0, 10.0, 11.0, , 4.5, 5.0, 5.5, , 96, 96, 96, , 181.4, 203.8, 250.1, , 21.80, 23.10, 24.95, , 71.80, 96.65, 96.30, , 4.70, 90, 4.85 140,100, 5.20 140,100, , 55, 60, 60, , 22, 22,32, 22,32, , ISWB 225, ISWB250, ISWB 300, , 117.6, 138.8, 170.7, , 12.0, 13.0, 14.0, , 6:0, 6.5, 7.0, , 96, 96, 96, , 295.5, 340.5, 384.0, , 27.25, 29.75, 33.00, , 96.00, 95.70, 95.40, , 5.50 140,100, 5.80 140,100, 6;10 140,100, , 6{l, 65, 70, , 22,32, 22,32, 22,32, , ISWB350, ISWB 400, ISWB 450, , 2091.6, 2723.9, 3540.0, , 239.0, 299.2, 376.2, , 15.0, 16.0, 17.0, , 7.5, 8.0, 8.5, , 96, 96, 96, , 431.0, 473.4, 514.2, , 34.50 120.05, 38.30 119.75, 42.90 119,40, , 6.45, 6.75, 7.10, , 70, 75, 80, , 32, 32, 32, , ISWB 500, ISWB 550, ISWB 600, , 3654.2, , 423.9, , 18.0, , 9.0, , 96, , 507.9, , 46.05 119.10, , 7.40, , 80, , 32, , ISWB 600, , 194.1, 205.3, 218.1, , 57.6, 60.2, 63.2, , 8.0, 8.0, 8.0, , 4.0, 4.0, 4.0, , 94, 94, S4, , 112.0, 112.0, 112.0, , 19.0, 19.0, 19.0, , 72.30, 70.80, 69.10, , 55, 55, 55, , 22, 22, 22, , ISHB 150, ISHB 150', ISHB 150, , 360.8, 372.2, 469.3, , 96.7, 98.6, 120.3, , 9.0, 9.0, 10.0, , 4.5, 4.5, 5.0, , 94, 94, 94, , 158.4, 158.4, 180.5, , 20.8, 20.8, 22.2, , 96.95, 96.10, 109.25, , 4.55 140,100, 5.40 140,100, 4.75, 140, , 55, 55, 55, , 22,32, 22,32, 28, , ISHB 200, ISRB 200, ISHB 225, , 487.0, 618.9, 636.7, , 123:0, 156.9, 159.7, , 10.0, 10.0, 10.0, , 5.0, 5.0, 5.0, , 94, 94, 94, , 180.5, 203.5, 203.5, , 22.2, 23.2, 23.2, , 108.20, 121.55, 120.60, , 140, 5.80, 4.95., 140, 5.90 . 140,, , 55, 60, 60, , 836.3, 863.3, 1094.8, , 175.5, 178,4, 196.1, , 11.0, 11.0, 12.0, , 5.5, 5.5, 6.0, , 94, 94, 94, , 249.8, 249.8, 296.0, , 25.1, 25.1, 27.0, , 121.20, 120.30, 120.85, , 5.30, 6.20, 5.65, , 140, 140, 140, , 60, 60, 60, , 1131.6, 1404.2, 1444.2, , 199.4, 218.3, 221.3, , 12.0, 14.0, 14.0, , 6.0, 7.0, 7.0, , 94, 94, 94, , 296.0, 340.1, 340.1, , 27.0, 29.9, 29.9, , 119.95, 120,4S ., 119.70, , 6.55, 6.05, 6.80, , 140, 140, 140, , 60, 65, 65, , 32, 32, , ISHB 350, ISHB 400, ISHB 400, , 1742.7, 1793.3, , 238.8, 242.1, , 15.0, 15.0, , 7.5, 7.5, , 94, 94, , 386.2 31.9, 386.2 ''31.9, , 120:10, 119.35, , 6.40, 7.15, , 140, 140, , 65, 65, , 32, 32, , ISHB 450, ISHB 450, , The value of 'g' are meant for one row of rivels only., , 4{(o, 5.70, 7.40, , 55, 65, 80, , 140, 140, , 14~, 140, 90, 90, 90, , 28, 32, , 32, 32, 32, , 32, 32, , ISMB 550, ISMB 600, , ISHB 225, ISHB 250, ISHB 250, ISHB 300, ISHB 300, ISHB 350

Page 21 :
STEEL TABLES, , 16, , y, , TABLE 5, , ROLLED STEEL CHANNELS, DIMENSIONS AND PROPERTIES, , Designation Weight-per, Metre, , sectional Depth, Area, of, , Section, , f!/V), , ~, kg, N, , 0, , em" ., , h, , Thick- Thickness of nessaf, Flange Flange Web, , Wi<jth, , Centre, , of, , of, , b, , If, , t., , Gravity, , c", , Moments of Inertia, , Ragtii of Gyration, , ~ ~, I", , I", , '",, , '", , cm, , em, , em', , mm, , mm, , mm, , mm, , em, , em', , 4, , 5.8, 58.9, 7.9 77.5, 9.9 97.1, , 7.41, ' 10.07, 12.65, , 100, 125, 150, , 45, 50, 55, , 5.1, 8.8, 8.9, , 3.0, 3.0, 3.6, , 1.40, ' 1.84, 1.68, , 123.8, 270.0, 47L1, , 14.9, 25.7, 37.9, , 4.09, 5.18, 8.10, , 1,42, 1.80, 1.73, , ISJC 175 11.2 109.9, ISJC 200 13.9 136.4, , 14.24, 17.77, , 175, 200, , 80, 70, , 6.9, 7.1, , 3.8, 4.1, , 1.75, 1.97, , 719.9, 1161.2, , 50.5, 84.2, , 7.11, 8.08, , 1.88, 2.18, , ISLC 75, 5.7 55.9, ISLC 100 7.9 77.5, ISLC 125 10.7 105.0, , 7.26, 10.02, 13.67, , 75, 100, 125, , 40, 50, 65, , 6.0, 6A, 6.6, , 3.7, 4.0, 4A, , 1.35, 1.62, 2.04, , 66.1, 184.7, 358.8, , fl.5, 24.8, 57,2, , 3.02, 4.08, 5.11, , 1.26, 1.57, 2.05, , ISLC 150 14.4 141.3, ISLC 175 17.6 172.7, ISLC 200 20.6 20'2:1, , 18.36, 22.40, 26.22, , ISO, 175, 200, , 75, 75, 75, , 7.8, 9.5, 10.8, , 4.8, 5.1, 5.5, , 2.38, 2.40, 2.35, , 697.2, 1148.4, 1725,5, , ' 103.2, 126.5, 148.9, , 6.16, 7.16, 8.11, , 2.37, 2,38, 2.37, , ISLC 225 24.0 235.4, ISLC 250 28.0 274.7, ~ISLC 300 33.1 324.7, , 30.53, 35.65, 42.11, , 225, '2SO, 300, , 90, 100, 100, , 10.2, 10.7, 11.8, , 5.8, 6.1, 6.7, , 2A6, 2.70, 2.55, , 2547.9, 3687.9, 8047.9, , 209.5, 298.4, 346.0, , 9.14, 10.17, 11.98, , 2.62, 2.89, 2.87, , ISLC 350 38,8 380.6, ISLC 400 45.7 448.3, , 49A7, 58,25, , 350, 400, , 100, 100, , 12.5, 14.0, , 7.4, 8.0, , 9312.6, 2.41, 2,38 13989,5, , . 394.6, 480,4, , 13.72, 15.SO, , 2.82, 2.81, , ISMC 75, 6.8 66.7, ISMC 100 9.2 90.3, ISMC 125 12.7 124.6, , 8.87, 11.70 16.19, , 75, , 40, , 1~, , 125, , 65, , 7.3, 7.5, 8.1, , 4A, 4.7, 5.0, , 1.31, 1.53, 1.94, , 76.0, 166.7, 416A, , 12.8, 25.9, 59.9, , 2.96, 4.00, 5.07, , 1.21, 1.49, 1.92, , ISMC I SO 16.4 180.9, ISMC 175 19.I 187A, ISMC 200 22. I 216.8, , 20.88, 24.38, 28.21, , 150, 175, 200, , 75, 7Ji, 75-',, , 9.0, 10.2, 11,4, , 5.4, 5.7, 6.1, , 2.22, 2.20, 2.17, , 779A, 1223.3, 181.U, , 102.3, 121.0, 140A, , 6.11, 7.08, 8.03, , 2.21, 2.23, 2.23, , ISMC 225 25.9 254.1, ISMC 2SO 30.4 298.2, ISMC 300 35.8 351.2, , 33.01, 38.67, 45.64, , 225, 350, 300, , 80, 80, 90, , 12.4, 14.1, 13.6, , 8A, 7.1, 7.6, , 2.30, 2.30, 2.36, , 2694.6, 3816.8, 6362.6, , 187.2, 219.1, 310.8, , 9.03, 9.94, I I .81, , 2.38, 2.38, 2.61, , ISMC 350 42. I 413.0, ISMC 400 49.4 484.6, , 53.68, 62.93, , 350, 400, , 100, 100, , 13.5, 15.3, , 8.1, 8.6, , 2.44 10008.0, 2.42 15082.8, , 430.6, 504.6, , 13.66, 15.48, , 2.83, 2.83, , ISJC 100, ISJC 125, ISJC 150, , (Continued)

Page 22 :
ROLLED STEEL CHANNELS, , 17, , TABLE 5 (Contd), , ROLLED STEEL CHANNELS, DIMENSIONS AND PROPERTIES, , Moduli of Section, , Radius, , ~, , at, , Zn, , Root, , Radius, at, Toe, , Slope, ,of, Flange, , Z", , r,, , r,, , D, , Connection' Details, , Maximum, , Desig-, , A, , Size of, Range, , nalio., , I, h,, , h,, , b,l2, , C, , g', , I, , g,, , Rivet, , (Min), , em', , em', , mm, , mm, , degrees, , 24.8, 43.2, 82.8, , 4.8, 7.6, 9.9, , 6.0, 6.0, 7.0, , 2.0, 2.5, 3.0, , 91.5, 91.5, 91.5, , 82.3, 116.1, , 11.9, 16;7, , 7.0, 8.0, , 3.0, 3.5, , 17.6, 32.9, 57.1, , 4.3, 7.3, 12.8, , 6.0, 6.0, 7.0, , 93.0, 131.3, 172.6, , 20.2, 24.8, 28.5, , 226.5, 295.0, 403.2, , mm, , mm, , mm, , mm, , mm, , mm, , 96.9, 121.2, , 11.5 . 21.0, 13.1, 23.5, 14.4, 25.7, , 4.5, 4.5, 5.1, , 25, 28, 30, , 50, 50, 50, , 12, 18, 20, , ISJC100, ISJC 125, ISJC 150, , 91.5, 91.5, , 146.1, 166.5, , 14.5, 15.8, , 28.2, 33.0, , 5.1, 5.6, , 35, 40, , 50, 50, , 20, , 22, , ISJC 175, ISJC 200, , 2.0, 2.0, 2.5, , 91.5, 91.5, 91.5, , 50.4, 74.3, 96.6, , 12.3, 12.8, 14.2, , 1.8.2, 23.0, 30.3, , 5.2, 5.5, 5.9, , 21, 28, 35, , 50, 50, , 12, 18, 22, , ISLC 75, ISLC 100 ;, ISLC 125', , 8.0, 8.0, 8.5, , 3.5, 4.0, 4,5, , 91.5, 91.5, 91.5, , 117.0, 138.6, 150.0, , 16.5, 18.2, 20.0, , 35.1, 35.0, 34.8, , 6.3, 6.6, 7..0, , 40, 40, 40, , 50, 55, 55, , 25, 25, 25, , ISLC 150, ISLC 157, iSLC 200, , 32.0, 40.9, 46.4, , 11.0, 11.0, 12·0, , 5.5, 5.5, 6.0, , 96, 96, 96, , 175.9, 198.9, 245.4, , 24.5, 25.5, 27.3, , 42.1, 47.0, 46.7, , 7.3, 7.8, 8.2, , '50, , 60, , 60, 60, 60, , 28, 28, 28, , ISLC 225, ISLC 250, ISLC 300, , 532.1, 899.5, , 52.0, 60.2, , 13.0, 14.0, , 6.0, 7.0, , 96, 96, , 291.9, 337.1, , 29.1, 31.4, , 46.3, 48.0, , 8.9, 9.5, , 60, 60, , 65, 65, , 28, 28, , ISLC 350, iSLC 400, , 20.3, 37.3, 66.6, , 4.7, 7.5, 13.1, , 8.5, 9.0, 9.5, , 4.5, 4.5, 5.0, , 96, 96, 96, , 41.4, 64.0, 65.4, , 16.8, 18.0, 19;8, , 17.8, 22.7, 30.0, , 5.9, 6,2, 6.5, , 21, 28, 35, , 50, 55, , 12, 16, 22, , ISMC 75, ISMC 100, ISMC 125, , 103:9, 139.8, '8t.9, , 19.4, 22.8, 26.3, , 10.0, 10.5, 11.0, , 5.0, 5.5, 5.5, , 96, 96, 96, , 106.7, 128,4, 150.2, , 21.7, 23.3, 24.9, , 34.8, 34.7, 34.5, , 8.9, 7.2, 7.6, , 40, 40, 40, , 55, 55, , 60, , 25, 25, 25, , ISMC 150, ISMC 175, ISMC 200, , 239.5, 305.3, 424.2, , 32.8, 38.4, 46.8, , 12.0, 12.0, 13.0, , 6.0, , 6.0, 6.5, , 96, 96, 96, , 170,9, 192.5, 240.7, , 27.1, 28.7, 29.6, , 36.8, 36.5, 41.2, , 7.9, 8.6, 9.1, , 45, 45, 50, , 50, 65, 65, , 25, 25, 28, , ISMC 225, ISMC 250, ISMC 300, , 571.9, 754.1, , 57.0, 66.6, , 14.0, 15.0, , 7.0, 7.5, , 96, 96, , 288.1, 332.8, , 30.9, 33.6, , 46.0, 45.7, , 9.6, 10.1, , 60, 60, , 65., 70, , 28, 28, , iSMC 350, ISMC 400, , no', , mm, , "The Values of 'g' are meant for one rem of rivets only., , 60

Page 23 :
18, , STEEL TABLES, , TABLE 6, , y, , E;,, x, , PROPERTIES OF TWO EQUAL, ANGLES BACK TO BACK, , x, , y, , Designation, , Size of, , Thickness, , Each Angle, , Weight per, Metre, , mmmm, , mm, , ISA 8050, , 50 x 50, , ISA 5555, , ISA 6060, , ISA 6565, , Moment, , Modulus, , Radius, , Aree, , of, Inertia, , of, Section, , of, Gyration, , I~, , z,., , em', , em', , em', , em, , •, , l:N), , A.8, , Sectional, , ~'-I, , r~, , kg, , N, , 3.0, 4.0, 5.0, 6.0, , 4.6, 6.0, 7.6, 9.0, , 45.1, 58.9, 74.6, 88.3, , 5.90, 7.76, 9.58, 11.36, , 13.6, 16.2, 22.0, 25.8, , ·3.6, 5.0, 6.2, 7.2, , 1.53, 1.53, 1.52, 1.51, , 55 x 55, , 5.0, 6.0, 8.0, 10.0, , 8.2, 9.8, 12.8, 15.8, , 80.4, 96.1, 125.6, 155.0, , 10.54, 12.52, 16.36, 20.04, , 29.4, 34.6, 44.0, 52.6, , 7.4, 8.8, 11.4, 14.0, , 1.67, 1.66, 1.64, 1.62, , 60 x 60, , 5.0, 6.0, 8.0, 10.0, , 9.0, 14.0, 17.2, , 68.3, 105.9, 137.3, 168.7, , 11.50, 13.68, 17.92, 22.00, , 38.4, 45.2, 58.0, 69·6, , 8.8, 10.4, 13.6, 16.8, , 1.82, 1.62, 1.80, 1.78, , 5.0, 6.0, 8.0, 10.0, , 9.8, 11.6-15.4 ', 18.8, , 96.1, 113.8, 151.1, 184.4, , 12.50, 14.88, 19.52, 24.00, , 49.4, 58.2, 74.8, 90.0, , 10.4, 12.4, 16.2, 19.8, , 1.99, 1.98, , '(96, , 65 x 65, , 10.8/", , 1.94, , ISA 7070, , 70 x 70, , 5.0, 6.0, 8.0, 10.0, , 10.6, 12.6, 16.6, 20.4, , 104.0, 123.6, 162.8, 200.1, , 13.54, 16.12, 21.16, 26,04, , 62.2, 73.6, 94.8, 114.4, , 12.2, 14.6, 19.0, 23.4, , 2.15, 2.14, 2.12, 2.10, , ISA 7575, , 75 x 75, , 5.0, 6.0, 8,0, 10.0, , 11.4, 13.6, 17.8, 22.0, , 111.8, 133.4, 174.6, 215.8, , 14.54, 17.32, 22.76, 28.04, , 77.4, 91.4, 118.0, 142.8, , 14.2, 16.8, 22.0, 27.0, , 2.31, 2.30, 2.28, 2.26, , ISA 8080, , 80 x 80, , 6.0, 8.0, 10.0, 12.0, , 14.6, 19.2, 23.6, 28.0, , 143.2, 188.4, 231.5, 274.7, , 18.58, 24.42, 30.10, 35.62, , 112.0, 145.0, 175.4, 203.8, , 19.2, 25.2, 3ui, 36.6, , 2.46, 2.44, 2.41, 2.39, , \, , (Continued)

Page 24 :
PROPERTIES OF TWO EQUAL ANGLES BACK TO BACK, Y, , TABLE 6, __, , x, , ~x, x, , 19, , (conuL), , PROPERTIES OF TWO EQUAL, ANGLES BACK TO BACK, , y, , Distance of, Centre of, , Designation, , Radii of Gyration About Y-Y Axis. In em, 1\, , Gravity, , Distance, Back to Back of Angles, in, , I, , CtT', , ,, , 0.0, , 0,6, , 1.0, , 1,4, , 1.8, , 2.2, , 1.32, 1.37, 1.41, 1.45, , 2,02, 2,06, 2.07, 2,09, , 2.22, 2.26, 2.28, 2.31, , 2.38, 2.42, 2.44, 2.46, , 2.53, 2.57, 2.60, 2,63, , 2,89, 2,74, 2.76, 2,79, , 2.86, 2.91, 2.93, 2.96, , ISA 5050, , 1.53, 1.57, 1,65, 1.72, , 2.26, 2,28, 2,33, 2.36, , 2.48, 2.50, 2.55, 2.59, , 2.63, 2.65, 2.70, 2.75, , 2.79, 2,81', 2,87, 2.91, , 2,95, 2.98, 3.03, 3.08, , 3.12, 3.14, 3.20, 3.30, , ISA 5555, , 1.65, 1.69, 1.77, 1.65, , 2.46, 2.48, 2.52, 2.57, , 2,67, 2.70, 2,74, 2,79, , 2.82, 2.85, 2.89, 2.95, , 2.98, 3.00, 3.06, 3,11, , 3.14, 3.16, 3.22, 3.28, , 3.30, 3.33, 3,39, 3.44, , ISA6060, , 1.77, 1.81, 1.89, 1.97, , 2.66, 2.68, 2.72, 2.76, , 2.87, 2,89, 2,94, 2,98, , 3.02, 3.04, '3.09, 3,14, , 3.17, 3.20, 3.25, 3.30, , 3.33, 3.35, 3.41, 3,46, , 3.49, 3.52, 3.57, 3,63, , ISA6565, , 1.89, 1.94, 2.02, 2.10, , 2.86, 2,88, 2,93, 2.97, , 3.06, 3.10, 3.14, 3.19, , 3.21, 3.24, 3.29, 3.34, , 3,38, 3,40, 3,45, 3,50, , 3,52, 3.55, 3.81, 3.88, , 3.68, 3.72, 3.77, 3.82, , ISA 7070, , 2.02, 2.06, 2.14, 2.22, , 3.Q7, 3,08, 3.12, 3.17, , 3.27, 3.29, 3.34, 3.38, , 3.42, 3.44, 3:49, 3.54, , 3.57, 3.59, 3.84, 3.69, , 3.72, 3.75, 3.80, 3.85, , 3.88, 3,91, 3,96, 4,01, , ISA 757", , 2.18, 2,27, 2.34, 2.42, , 3,28, 3,33, 3.36, 3.40, , 3.49, 3.54, 3,58, 3,82, , 3.63, 3.89, 3.73, 3.77, , 3.79, 3,84, 3.88, 3.93, , 3.94, 4.00, 4.04, 4.09, , 4,10, 4.18, 4.20, 4.26, , ISA8080, , Cxx, em, , (Continued)

Page 25 :
STEEL TAIlLI'S ., , 4:1.:, , V, , TABLE 6 (Con/d), -, , x, , ~x, , PROPERTIES OF TWO EQUAL, ANGLES BACK TO BACK, , x, , V, , Designation, , Size of, Each Angles, , Weighl per, 'llelre, , Thickness, , fiN), AxB, , ISA 9090, , ISA 100100, , ISA 110110, , ISA 130130, , mmmm, , mm, , 90 x 90, , 6,.0, , 100 x 100, , 110 x 110, , 130 x 130, , ~, kg, , N, , Sectional, , Moment, , 'IIodulus, , Radius, , Area, , of, , of, Sectlon, , "Gyration, , •, , Inertia, I.., , of, , ~, , r.., , em, , em', , em', , em3, , 8.0, 10.0, 12.0, , 16.4", 21.6, 26.8, 31.6, , 160,9, 211.9, 262.9, 310.0, , 20.94, 27.58, 34.06, 40.38, , 160.2, 208.4, 253.4, 295.8, , 24.4, 32.0, 39.6, 46.6, , 3.Ji), , 6.0, 8.0, 10.0, 12.0, , 18.4, 24.2, 29.8., 35.4, , 180.5, 237.4, 292.3, 347.3, , 23.34, 30.78, 3.11.0 6, 45.18, , 222.8, 290.2, 354.0, 414.0, , 30.4, 40.0, 49.4, 58.4, , 3.09, 3.07, 3.05, , 8.0, 10.0, 12 .0, 1'.0, , 26.8, 38.0, 39.2, 48.4, , 262.9, 372.8, 384.6, 474 .8, , 34.04, 42.12, 50.04, 61.62, , 390.0, 476.8, 559.2, 674.8, , 48.8, 71.4, 87.4, , 3.38, 3.38, 3.34, 3.31, , 31,~, , 39:4, 46.8, 57.8, , 312.0, 386.5, 459.1, 567.0, , 40.44, 50.12, 59.64, 73.62, , 658.6, 805.4, 847.6, 1149.2, , 89.0, 85.4, 101.4, 124.6, , 4.03, 4.01, 3.99, 3.95, , 447.3, 533.7.659.2, 762.8, , 58.06, 69.18, 85.56, 101.58, , 1244.8, 1470.6, 1793.6, 2097.8, , 113.8, 135.4, 167.0, 197.4, , 4.83, 4.61, 4.58, .4.54, , 93.22, 115.60, 137.62, 187.60, , 3577.8, 4385.4, 5177.4, 6872.8, , 244.4, 302.8, 359.8, 486.8, , 8.20, 6.17, 8.13, 8.05, , 8.0, 10.0, 12,0, 15.0, , ., , ISA 150150, , 150 )( 150, , 10.0, 12.0, 15.0, 18.0, , 45.6, 54.4, 67,2, 79.8, , ISA 200200, , 200 x 200, , 12.0, 15.0, ·18.0, 25.0, , 73.2, 90.8, 106.0, 147.2, , 718.1, 880.7, 1059.5, 1444.0, , «);2-, , 2.76, 2,73, 2.71, , :f03, , (Continued)

Page 26 :
r-PROPERTIFS OF TWO EQUAL ANGLES BACK TO BACK, y, , 21, , TABLE 6 (Con/d), , _~x, , PROPERTIES OF TWO EQUAL, ANGLES BACK TO BACK, , X, , X, , y, , Distance of, , Radii of Gyration About Y-Y Axis, In em, , Centre of, , 1\, , Gravity, , Distance. Back to Back of Angles, in em, , eX)(, , Designation, , I, , 0.0, , 0.6, , 1.0, , 1.4, , 1.8, , 2.2, , 2.42, . 2.51, 2.59, 2.66, , 3.68, 3.72, 3.76, 3.79, , 3.88., 3.93, 3.97, 4.01, , '4.02, 4.08, 4.12, 4.16, , A.17, 4.23, 4.27, 4.31, , 4.32, 4.38, 4.43, 4.47, , 4.48, 4.54, 4.59, 4.63, , ISA9090, , 2.67, 2.76, 2.84, 2.92, , 4.08, 4.13, 4.17, 4.20, , 4.28, 4.33, 4.38, 4.41, , 4.43, 4.48, 4.52, 4.56, , 4.57, 4.63, 4.67, 4.71, , 4.72, 4.78, 4.83, 4.87, , 4.87, 4.93, 4.98, 5.02, , ISA 100100, , 3.00, 3.08, 3.16, 3.27, , 4.52, 4.56, 4.60, 4.65, , 4.73, 4.77, 4.81, 4.87, , 4:87, 4.91, 4.96, 5.02, , 5.01, 5.08, 5.11, 5.17, , 5.16, 5.21, 5.26, 5.32, , 5.32, 5.37, 5.41, 5.48, , ISA 110110, , 3.50, 3.56, 3.66, 3.78, , 5.34, 5.37, 5.41, 5.48, , 5.54, 5.56, 5.62, 5.67, , 5.68, 5.72, 5.76, 5.82, , 5.82, 5.86, 5.91, 5.97, , 5.97, 6,01, 6.06, 6.12, , 6.12, 6.16, 6.21, 6.27, , ISA 130130, , 4.06, 4.14, 4.26, 4.38, , 6.15, 6.20, 6.25, 6.31 ., , 6.36, 6.40, 6.46, 6.52, , 6.50, 6.54, 6.60, 6.67, , 6.64, 6.68, 6.75, 6.82, , 6.78, 6.83, 8.90, 6.97, , 6.93, 6.98, 7.05, 7.12, , ISA 150150, , 6.38, 5.49, 5.61, 5.88, , 8.19, 8.26, 8.31, 8.44, , 9.39, 8.46, 8.52, 8.65, , 8.63, 8.60, 8.66, 8.79, , 8.67, 8.74, 8.80, 8.94, , 8.31, 8.88, 8.84, 9.09, , 8.96, 9.02, 9.09, 9.24, , ISA200200, , em

Page 27 :
22, , STEEL TABLES,, y, , TABLE 7, , PROPERTIES OF TWO UNEQUAL, ANGLES BACK TO BACK, , x, y, , Designation, , (LONGER LEGS BACK TO BAcK), Size of -, , Weight per, Metre, ('N), , Thickness, , each Angles, AxB, , A, , RadiUS, , inertia, , Modulus, of, Section, , a, , I~, , Z~, , em', , cm~, , em', , em, , Secllonal, , Moment, , Area, , of, , of, , Gyration, r~, , mmmm, , mm, , kg, , ISA 6545, , 65 x 45, , 5.0, 6.0, 8.0, , B.2, 9:6, 12.8, , BO.4, 98.1, 125.6, , 10.52, 12.50, 16.34, , 44.2, 52.0, 66.4, , 1'0.0, 11.6, 15.4, , 2.05, 2.04, 2:02, , ISA 7045, , 70 x 45, , 5.0, 6.0, 8.0, 10.0, , 8.6, 10.4, 13.4, 16.6, , 84.4, 102.0, 131.5, 162.8, , 11:04, 13.1,2, 17.16, 21.04, , 54.4, 64.0, 62.0, 98.6, , 11.4, 13.6, 17.8, 21.8, , 2.22, 2,21, 2,19, 2.16, , ISA 7550, , 75 x 50, , 5.0, 6.0, 8.0, 10.0, , 9.4, 11.2, 14.8, 18.0, , 92.2, 109.9, 145.2, 176,6, , 12.04, 14.32, 18.76, 23.04, , 66.2, BO.6, 103.6, 124.6, , 13.4, 16.0, 20.8, 25.4, , 2.38, 2.37, 2.35, 2.33, , ISAB050, , 80 x 50, , 5.0, 6.0, 8.0, 10.0, , 9.8, 11.8, 15.4, 18.8, , 98.1, 115.8, 151.1, 184.4, , 12.54, 14.92, 19.56, 24:04, , 81.2, 98.0, 123.8, 149.4, , 15.0, 18.0, 23.4, 28.8, , 2.55, 2.54, 2.52, 2.49, , ISA 9060, , 90 x BO, , 6.0, 8.0, 10.0, 12.0, , 13.6, 17.8, 22.0, 26.0, , 133.4, 174.6, 215.8, 255.1, , 17.30, 22.74, 28.02, 33.14, , 141.2, 183.0, 221.8, 258.2, , 23.0, 30,2, 37.2, 44.0, , 2.86, 2.84, 2.81, 2:79, , ISA 10065, , 100 x 65, , 6.0, 8.0, 10.0, , 15.0, 19.8, 24.4, , 147.2, 192.2, 239.4, , 19.10, 25.14, 31.02, , 193.4, 251.8, 306.4, , 28.4, 37.4, 46.2, , 3.18, 3.16, 3.14, , ISA 10075, , 100 x 75, , 6.0, 8.0, 10.0, 12.0, , 16.0, 21.0, 26.0, 30.8, , 157.0, 206.0, 255.1, 302.2, , 20.28, 26.72, 33.00, 39:12, , 201.8, 263.2, 320.8, 375.0, , 26.8, 38.2, 47.2, 55.8, , 3.15, 3.14, 3.12, 3.10, , N

Page 29 :
24, , STEEL TABLES, Y, , x, , TABLE 7 (Contd.), , =.f:x, ,, , PROPERTIES OF TWO UNEQUAL, ANGLES BACK TOBACK, , x, , I, , y, , DesIgnation, , (LONGER LEGS BACK TO BACK), Size 'of, Each Angle, , Thickness, , Weight per, Metre, , Sectional, , Moment, , Modulus, , Area, , 01, , 01, , Inertia', , Section, , rNl, AxS, , A, , mmmm, , mm, , kg, , ISA 12575, , 125 x 75, , 6.0, 8.0, 10.0, , 16,4., 24.2, 29.8, , ISA 12595, , 125 x 95, , 6.0, 8.0, 10.0, 12.0, , ISA 15075, , 150 x 75, , ISA 150115, , ISA 200100, , ISA 200,150, , 0, , I, , I~, , Radius, 01, Gyration, , z~, , '",, , 3, , em, , em', , em', , 160.5, 237.4, 292.3, , 23.32, 39·76, 38.04, , 375.6, 491.0, 600.6, , 44.4, 59.8, 72.6, , 4.01, 4.00, 3.97, , 20.2, 26.6, 33.0, 39.2, , 198.2, 260.9, 323.7, 384.8, , 25.72, 33.98, 42.04, 49.96, , 406.4, 532.0, 651.6, 765.2, , 46.2, 61.2, 75.6 ., 89.6, , 3.97, 3.96, 3.94, 3.91, , 8.0, 10.0, 12.0, , 27.4, 33.8, 40.2, , 268.8, 331.6, 394.4, , 34.84, 43.12, 51.24, , 814.4, 998.2, 1174.0, , 83.4, 103.2, 122.4, , 4.83, 4.81, 4.79, , 150 x 115, , 8.0, 10.0, 12.0, 15.0, , 32.4, 40.0, 47.6, 59.0, , 317.8, 392.4, 467.0, 578.8, , 41.16, 51.04, 60.76, 76.04, , .931.4, 1146.6, 1353.0, 1647.0, , 88.4, 109.8, 130.6, 160.8, , 4.76, 4.74, 4.72, 4.69, , 200 x 100, , 10.0, 12.0, 15.0, , 45.6, 54.4, 67.2, , 447.3, 533.7, 659.2, , 58.06, 69.18, 85.59, , 2420.0, 2863.4, 3501.\), , 185.6, 221.2, 273.0, , 6.46, 6.43, , 10.0, 12.0, 15.0, 18.0, , 53.4, 63.6, 78.8, 93.8, , 523.9, 623.9, 773.0, 920.2, , 68.00, 81.12, 100.50, 119:52, , 2755.8, 3289.8, 4011.2, 4718.8, , 196.6, 234.8, 290.8, 345.0, , 6.37, 6.35, 6.32, 6.29, , 200 x 150, , N, , ,cm, , MO', , (Continued)

Page 30 :
PROPERTIES OF TWO UNEQUAL ANGLES BACK TO BACK, , Y, , 25, , TABJ.,E 7 (Contd.), , 9FE-, , PROPERTIES OF TWO UNEQUAL, ANGLES BACK TO BACK, , y, , (LONGER LEGS BACK TO BACK), Radii of ,Gyration About y.y Axis, In em, , Distance of, , Design-', , A, , Centre of, , I, , Distance, Back to Back of Angles, in em, , Gravity., , 0.0, , 0.6, , 1.0, , 4.05, 4.15, 4.24, , 2.64, 2.68, 2.72, , 2.83, 2.88, 2.92, , 2.97, 3.02, 3.07, , 3.11, 3.17, 3.22, , 3.26, J.32, 3.37, , 3.41, 3.48, 3.53, , ISA 12575, , 3.70, 3.80, 3.88, 3.96, , 3.59, 3.63, 3.67, 3.70, , 3.78, 3,83, 3.87, 3.91, , 3.92, 3.97, 4.01, 4;05, , 4.08, 4.11, 4.16, 4.20, , 4.20, 4.26, 4.31, 4.36, , 4.35, 4.41, 4.46, 4.51, , ISA 12595, , 5.23, 5.32, 5.41, , 2.52, 2.56, 2.60, , 2.72, 2.76, 2.80, , 2.86, 2.90, 2.95, , 3.00, 3.05, 3.10, , 3,15, 3.20, 3.25, , 3.31, 3.36, 3.42, , ISA 15075, , 4.46, J4.55, 4.84, 4.76, , 4.37, 4.41, 4.45, 4.50, , 4.58, 4.61, 4.65, 4,71, , 4.69, 4.75, 4.79, 4.85, , 4.83, 4.89, 4.93, 5.00, , 4.96, 5.03, 5.08, 5:15, , 5.14, 5.18, 5.23, 5.30, , ISA 150115, , 1\:96, 7.05, 7.81, , 3.35, 3.40, 3.45, , 3.54·, 3..59, 3.65, , 3.68, 3.73, 3.79, , 3.81, 3.87, 3.94, , 3.96, 4.01, 4.09, , 4.11, 4.17, 4.24, , ISA200100, , 5.99, 6.08, 6.20, 6.33, , 5,66, 5.70, 5.76, 5.81, , 5.85, 5,90, 5.96, 6.01, , 5.98, 6.03, '6.09, 6.15, , 6.12, 6.17, 6.23, 6.30, , 6.28, 6.31, 6.38, 6.44, , 6.40, 6.45, 6.52, 6.59, , ISA200150, , Cxx, , 1.4, , 1.8, , 2.2, , ..., , em, , ;, , (ConUnued)

Page 31 :
(Continued), , \

Page 32 :
27, , PROPERTIES OF TWO UNEQUAL ANGLES BACK TO BACK, , y, , ,, , -=t-, , x, , ., , I, , ., , TABLE 8 (Collld.), , ) Ic;,, x, , PROPERTIES OF TWO UNEQUAL, ANGLES BACK TO BACK, , I, , y, , (SHORTER LEGS BACK TO BACK), Radii of ~yration About y.y Axis, in em, , . Distance of, Centre of, , Distance, Back ,to, , Gravity, , Cxx, , Designation, , /\, ~ck, , I, , of Angles. in em, , 0.0, , 0.6, , 1.e, , 1.4, , 1.8, , 2.2, , 1.06, 1.12, 1.20, , 2.91, 2.93, 2.98, , 3.13, 3.16, 3.20, , 3.29, 3.31, 3.36, , 3.45, 3.47, 3.52, , 3.61, 3.64, 3.69, , 3.78, 3.90, 3.86, , ISA6545, , 1.04, 1.09, 1.16, 1.24, , 3.17, 3.20, 3.25, 3.29, , 3.40, 3.43, 3.47, 3.52, , 3.55, 3.58, 3.63, 3.68, , 3.71, 3.74, 3.79, 3.85, , 3.87, 3.90, 3.96, 4.01, , 4.04, 4.07, 4.13, 4.18, , ISA 7045, , 1.16, 1.20, 1.28, 1.36, , 3.37, 3.40, 3.45, 3.49, , 3.59, 3.62, 3.67, 3.72, , 3.74, 3.78, 3.83, 3.88, , 3.90, 3.94, 3.99, 4.04, , 4.06, 4.10, 4.15, 4.20, , 4.22, 4.26, 4.32, 4.37, , ISA 7550, , 1.12, 1.16, 1.24, 1.32, , 3.64, 3.66, 3.71, 3.76, , 3.86, 3.88, 3.94, 3.99, , 4.01, 4.04, 4.09, 4.14, , 4.17, 4.19, 4.25, 4.31, , 4.33, 4.36, 4.42, 4.47, , H9, 462, 4'8, 4.64, , ISA8050, , 1.39, 1.46, 1.55, 1.63, , 4.0q, 4.10, 4.14, 4.19, , 4.27, 4.32, 4.37, 4.41, , 4.42, 4.47, 4.52, 4.57, , 4.52, 4.63, 4.68, 4.73, , 4.73, 4.79, 4.84, 4.89, , 4.89, 4.95, 5.01, 5.06, , ISA9060, , 1.47, 1.55, 1.63, , 4.51, 4.56, 4.61, , 4.72, 4.78, 4.83, , 4.87, 4.93, 4.99, , 5.03, 5.08, 5.14, , 5.18, 5.24, 5.30, , 5.34, 5.40, 5.46, , ISA 10065, , 1.78, 1.87, 1.95, 2.03, , 4.36, 4.41, 4.44, 4.50, , 4.57, 4.63, 4.68, 4.73, , 4.72, 4.78, 4.83, 4.88, , 4.87, 4.93, 4.99, 5.03, , 5.02, 5.08, 5.14, 5.19, , 5.18, 5.24, 5.29, 5.36, , ISA 10075, , em, , ., , (ContinUBdI

Page 33 :
., , 28, , STEEL TABLES, y, , TABLE 8 (Contd.), , P1lFI§,, 1.., , PROPERTIES OF TWO UNEQUAL, ANGLES BACK TO BACK, , . ., , y, , (SHORTER LEGS BACK TO BACK), Designation, , Size of, , Thickness, , Weight per Metre, , Each Angle, AxS, , Moment, of, Inertia, , Modulus, of, , Radius, , Section, , Gyration, , a, , I~, , ~~, , y~, , cm', , em', , em', , em, , Sectional, , Area, , (W), , .~, , of, , mmmm, , mm, , lSA 12575, , 125 x 75, , 6.0, 8.0, 10.0, , 18.4, 24.2, 29.8, , 180.5, 237.4, 292.3, , 23,32, 30.78, 38.04, , 103.2, 134.4, 163.2, , 17.4, 23.0, 28.4, , 2.10, 2.09, 2.07, , ISA 12595, , 125 x 95, , 6.0, 8.0, 10.0, 12.0, , 20.2, 26.6, 33.0, 39.2, , 198.2, 260.9, 323.7, 384.6, , 25.72, 33.96, 42.04, 49.96, , 204.2, 266.6, 325.4, 380.8, , 28.0, 37.0, 45.6, 54.2, , 2.82, 2.80, 2.78, 2.76, , ISA 15075, , 150 x 75, , 8.0, 10.0, 12.0, , 27.4, 40.2, , 268.8, 331.6, 394.4, , 34.84, 43.12, 51.24, , 140.4, 170.6, 199.0, , 23.8, 29.0, 34.2, , 2.01, 1.99., 1.97, , kg, , ~.8, , N, , ISA 150115, , 150 x 115, , 8.0, 10.0, 12.0, 15.0, , 32.4, 40.0, 47.8, 59.0, , 317.8, 392.4, 467.0, 578.8, , 41.18, 51.04, 60.76, 75.04, , 477.8, 586.8, 690.6, 837.2, , 54.4, 67.6, 80.4, 98.8, , 3.41, 3.39, 3.37, 3.34, , ISA 200100, , 200 x 100, , 10.0, 12.0, 15.0, , 45.6, 54.4, 67.2, , 447.3, 533.7, 659.2, , 58.06, 69.18, 85.56, , 418.4, 492.4, 596.2, , 52.4, 62.2, 76.6, , 2.68, 2.67, 2.64, , ISA 200150, , 200 )( 150, , 10.0, 12.0, 15.0, 18.0, , 53.4, 63.6, 78.8, 93.8, , 523.9, 623.9, 773.0, 920.2, , 68.00, 81.12, 100.50, 119.52, , 1339·2, 1586.4, 1939.8, 2273.8, , 116.6, 139.2, 172.0, 203.8, , 4.44, 4.42, 4.39, 4.36, , (Continued)

Page 34 :
29, , . PROPERTIES OF TWO UNEQUAL ANGLES BAcK TO BACK, , TABLE 8 (Contil.), , PROPERTIES OF TWO UNEQUAL, ANGLES BACK TO BACK, (SHORTER LEGS BACK TO BACK), Oistance of:,, , Radii of Gyration About Y-Y,, , Iri em, , Designation, , A...--, , Centre of, , Gravity ., , Distance, Back, , to ,Back of AngieR,, , in em, , 0.0, , 0.6, , 1.0, , 1.4, , 1.8, , 2.2, , 1.59, 1.66, 1.76, , 5.71, 5.76, 5.81., , 5.92, 5.98, 6.03, , 6.07, 6.13, 6.18, , 6.22, 6.28, 6.34, , 6.37, 6.44, 6.50, , 6.53, 6.60, 6.66, , ISA 12575, , 2.22, 2.31, 2.39, 2.47, , 5.43, 5.49, 5.53, 5.57, , 5.64, 5.70, 5.74, 5.78, , 5.78, 5.84, 5.89, 5.93, , 5.93, 5.99, 6.04, 6.09, , 6.08, 6.14, 6.19, 6.24, , 6.23, 6.30, 6.35, 6.40, , ISA 12595, , 1.53, 1.61, 1.69, , 7.12, 7.17, 7.22, , 7.35, 7.40, 7.45, , 7.50, 7.55, 7.61, , 7.65, 7.71, 7.76, , 7.81, 7.86, 7.92, , 7.96, 8.02, 8.08, , lSA 15075, , 2.73, 2.82, 2.90, 3.02, , 6.52, 6.57, 6.62, 6.68, , 6.73, 6.78, 6.83, 6.90, , 6.87, 6.93, 6.98, 7.04, , 7.02, 7.07, 7.13, 7.19, , 7.17, 7.22, 7.28, 7.35, , 7;32, 7.37, 7.43, 7.50, , ISA 150115, , 2.01, 2.10, 2.22, , 9.49, 9.54, 9.82, , 9.72, 9.77, 9.84, , 9.87, 9.92, 9.99, , 1'0.02, 10.07, 10.15, , 10.17, 10.23, 10.3', , 10.33, , ISA2001CO, , 3.51, 3.60, 3.72, 3.84, , 8.74, 8.79, 8.85, 8.92, , 8.95, 9.00, 9.06, 9.13, , 9.09, 9.14, 9.21, 9.28, , 9.23, 9,29, 9.36, 9.43, , 9.38, 9.44, 9.50, 9.58, , 9.53, 9,58, ' 9.6:, , . Cxx, em, , 10.se, 10;4.0, , 9.7:), , ISA200150

Page 35 :
STEEL TABLES, , 30, , V, , "'" ....., , Ie.., , \, , TABLE 9, , ;lCm, , PROPERTIES OF STARRED ANGLES, , fl, , I, , "-, , \, , 1WO EQUAL ANGLES STARRED, Space between Parallel Faces = 1 cm, , v, , y, Total, , Size, , Area, , Least, Radius of, , Size, , Gyration, , A x, , B, , x t, , ,----"---,, mm mm mm, 50 x 50 x 3.0, 4.0, 5.0, 6.0, , 55 x 55 x 5.0, 6.0, 8.0, 10.0, 60 x 60 x 5.0, , 6.0, 8.0, 10.0, 65 x 65 x 5.0, 6.0, 8.0, 10.0, , •, em2, 5.90, 7.76, 9.58, 11.36, 10.54, 12.52, 16.36, 20.04, 11.50, 13.68, 17.92, 22.00, 12.50, 14.88, 19.52, 24.00, , em, 1.94, 1.93', 1.92, 1.90, 2.11, 2.10, 2.07, 2.03, 2.31, 2.29, 2.27, 2.23, 2.51, 2.50, 2.47, 2.44, , 70 x 70 x 5.0, 6.0, 8.0, 10.0, , 13.54, 16.12, 21.16, 26.04, , 2.71, 2.70, 2.67, 2.64, , 75 x 75 x 5.0, 6.0, 8.0, 10.0, , 14.54, 17.32, 22.76, 28.04, , 2.92, 2.91, 2.88, 2.84, , 80 x 80 x 6.0, 8.0, , 18.58, 24.42, , Ax Bxt, , 'vv, , 3.11, 3.08, , mm~mm·l, , I, , Total, , Least, , Area, , Radius of, Gyration, , •, , em 2, , 'vv, , 30.10, 35.62, , em, 3.04, 3.01, , '8.0, , 20.94, 27.58, , 3.50, 3.47, , 10.0, 12.0, , 34.06, 40.38, , 3.44, 3.41, , 100 x 100 x 6.0, , 8.0, , 23.34, 30.78, , 3.91, 3.88, , 10.0, 12.0, , 38.06, 45. t8, , 3.85, 3.82, , 110 x 110 x 8.0, , 10.0, , 34.04, 42.12, , 4.28, 4.25, , 12.0, 15.0, , 50.04, 61.62, , 4.22, 4.17, , 130 x 130 x 8,0, , 10.0, , 40.44, 50.12, , 5.10, 5.07, , 12.0, 15.0, , 59.64, 73.62, , 5.03, 4.98, , 150 x 10.0, 12.0, , 58.06, 69.18, , 5.86, 5.83, , 15.0, 18.0, , 85.56, 101.58, , 5.78, 5.73, , 200 x 200 x 12.0, , 15.0, , 93.22, 115.60, , 7.84, 7.79, , 18.0, 20.0, , 137.62, 187.60, , 7.75, 7.63, , 80 x 80 x 10.0, , 12.0, 90 x 90 x 6.0, , 150, , ~, , (Continued), , +,.:., ?, Y, , &, , ,

Page 36 :
STARRED ANGLES, , 31, , .., i, , TABLE 10, , PROPERTIES OF STARRED ANGLES, , l(, , TWO UNEQUAL ANGLES STARRED, Space Belween Parailel Faces = 1 em, , v, , 'f, Size, , Total, Area, , a, AxBxt, , .------"--1, mmmmmm, , em2, , 65 x 45x 5.0, 6.0, 8.0, , 10.52, 12.50, 16.34, , Least, Rediua of, Gyration, , Size, , 'w, , Ax Bxt, , em, 1~1, , 1.81, 1.80, , 70 x 45 x 5.0, 8.0, 8.0, 10.0, , 11.04, 13.12, 17.16, 21.04, , 1.79, 1.80, 1.79, 1.79, , 75x50x5.0, 8.0, 8.0, 10.0, , 12.04, 14.32, 18.78, 23.04, , 2.00, 2.00, 1.99', 1.99, , 80 x 50 x 5.0, 6.0, 8.0, 10.0, , 12.54, 14.92, 19.56, 24.04, , 1.97, 1.97, 1.97, 1.97, , 90 x 60 x 6.0, 8.0, 10.0, 12.0, , 17.30, 22.74, 28.02, 33.14, , 2.36, 2.37, 2.37, 2.36, , 100 x65 x 6,0, 8.0, 10.0, , 19.10, 25.14, 31.02, , 2.53, 2.54, 2.54, , 100x75x8.0, 8,0, , 20,28, 26.72, , 2.97, 2.98, , Totaal, Area, , Radius of, , a, , Gyration, , Least, , 'w, , r.f\-mrnmmmm t, , em 2, , 100 x 75 x 10.0, 12.0, , 33.00, 39.12, , 2.98, 2.97, , 125 x 75 x 6.0, 8.0, , 23.32, 30.78, , 2.84, 2.88, , 10.0, , 38.04, , 2.88, , 125 x 95 x 6.0, 8.0, , 25.72, 33.98, , 3.78, 3.77, , 10.0, 12.0, , 42.04, 49.88, , 3.77, 3.78, , 150x75x8.0, 10.0, , 34.84, 43.12, , 2.72, 273, , 12.0, , 51.24, , 2.74, , 150 x 115 x 8.0, 10.0, , 41.16, 51.04, , 4.52, 4.53, , 12.0, 15.0, , 80.76, 75.04, , 4.54, 4.53, , 200 x 100 x 10.0, 12.0, , 58..06, 69.18, , 3.55, 3.57, , 15.0, , 85,56, , 3.59, , 200 x 150 x 10.0, 12.0, , 68.00, 81.12, , 5.83, 5.84, , 15.0, 18.fr, , 100.50, 119.52, , 5.85, 5.86, , em

Page 37 :
32, , STEEL TABLES, , Y, , r, , TABLE 11, , xt-<.., , SINGLE JOIST WITH ADDITIONAL, PLATES ON BOTH FLANGES (GIRDERS), , _·-It, , <.., , L, , y, , Composed of, /'-, , Joist, , Cover, , Plates, , ,, , Weight, , sec~, , Mean, , par, , tionel, , Thick-, , Ala. 'ness of, Flangas, , Meter, (!N), , Extreme Gross Moments, Fibre, of, Distance, Inertia, , Gyration, , r--"'----,~, Designation' -Width Thickness, , mm, , mm, , e",, , 0, , kg, , N, , 42.1, 47.2, 57.2, 67.3, 79.8, , 413.0, 463.0, 561.1, 660.2, , em', , ......, , ~, Least Modulus, Radius, of, mum, section Allow·, Of, , ~, em', , abla, Moment, , M, , ZItK, , Maxi', , mum, allow·, able, , Shear, S, , '" II, , .cm 3 kg.m, , H;3kg )( 103,', , em', , em, , 777.5., 914.0, 1187.1, 1460.1, 1801.5, , 3.81, 3.90, 4.04, 4.13, 4.21, , 340.0, 386.8, 491.0, 577.3, 700.6, , 5.4, 6.1, 7.6, 9.1, 11.0, , 7.7, , 9.75 4935.2 1521.9, 9.95 5711.3 1786.6, 10.35 7360.0 . 2321'9, 10.75 9141.1, 2855.3, 11.25 11561.5 3521.9, , 4.73, 4.85, 5.02, 5.14, 5.24, , 506.2, 574.0, 711.1, 850.3, 1027.7, , 8.0, 9.0, 11'2, 13.4, 16.2, , 9.6, , 3.60, 3.70, 3.86, 1515,3 3.97, 1856.7 4.07, , 524.2, 585.2, 708.5, 833.4, 992.2, , 8.3, 9.2, 11.2, 13.1, , 10.8, , mm, , em, , 53.67 14.4, 60.07 16.4, 72.87 20.4, 85.67 24.4, 101.67 29.4, , 8.50, 8.70, 9.10, 9.50, 10.00, , I(, , ISWB 150, , 160.0 10.0, 12.0, 16.0, 20.0, 25.0, , ISWB 175, , 200.0 10.0 53.5, 12,0 59.7, 16.0 72.3, 20.0 84.9., 25.0 100.8, , .524.8, 585.7, 709.3, 832.9, 986.9, , 68.11, 76.11, 92.11, 108.11, 128.11, , ISMB 200, , 160.0 10.0, 12.0, 16.0, 20.0, 25.0, , 495.4, .544.5, 643.5, 741.6, 865.2, , 64.33 16.8, 70.73 18.8, 83.53 22.8, 96.33 26.8, 112.33 31.8, , 11.00 5786.1, 11.20 6554.6, 11.60 8218.3, 12.00 10000.7, 12.50 12402.1, , 832.7, 969.2, 1242.3, , ISWB200, , 200.0 10.0 60.2 590.6, 12.0 86.5 652.4, 16.0 79.1 776.0, 20.0 91.6 898.6, 25.0 107.3 1052.6, , 76.71 16.3, 84.71 18.3, 100.71 22.3, 116.71 "26.3, 136.71 31.3, , 11.00 7037.8, 11.20 9023.5, 11.60 10103.1, 12.00 12331.2, 12.50 15332.8, , 1882.1, 1928.8, 2482.1, 2995.5, 366?1, , 4.86, 4.77, 4.94, 5.07, 5.18, , 839.8 10.1, 718.4 11.3, 871.0 13.7., 1027.6 16.2, 1226.6 19.3, , 11'5, , ISMB 225, , 160.0 10.0, 12.0, 16.0, 20.0, 25.0, , 56.3 552.3, 61.3 601.4, 71.4 .700.4, 81.4 798.5, 94.0 922.1, , 18.1, 20.1, 90.92 24.1, 103.72 28.1, 119.72 33.1, , 12.25 7862.4, 12.45 8638.5, 12.85 10887.0, 13.25 13067.0, 13.75 15983.5, , 901.0, 1037.5, 1310.6, 1583.6, 1925.0, , a54, 3.64, 3.80, 3.91, 4.01, , 641.8, 709.9, 847.2, 986.2, 1162.4, , 10.1, 11.2, 13.3, 15.5, 18.3, , 13.8, , ., , ,., , 50.5, 55.5, 65.6, 75.6, 88.2, , 782~8, , 14.6, 16:6, 20.6, 24.6, 29.6, , 71.72, , 78,12, , 2889.8, 3383.1, 4377.2, 5484.4, 7005.8, , 15,6, , ISWB225, , 83.24 17.4, 200.0 10.0 65.3 640.6, 12.0 71.6 702.4, 91'24 19.4, 16.0 84.2 826.0 107.24 23.4, 20.0 96.7 948.6 . 123.24 27.4, 25.0 112.4 1102.6 143.24 32.4, , 12.25, 12.45, 12.85, 13.25, 13.75, , 9446.2, 10666.4, 13227.0, 15952.0, 19597.6, , 1781.9 4.63, 2049.8 4.74, 2581'9 4.91, 3115.3 5.03, 3781.9 5.14, , 771'1, 856.7, 1029.3, 1203.9, 1428.3, , 12.1, 13.5, 16.2, 19.0, 22.4, , 13.6, , ISMB 250, , 200.0 10.0 56.7 673.9, 12.0 75.0 735.8, 16.0 87.6 859·4, 20.0 100.1 982.0, 25.0 115.8 1136.0, , 13.50, 13.70, 14.10, 14.50, 15.00, , 11894.9, 13374.6, 16466.2, 19738.3, 24089.9, , 1667.8 4.36, 1934.5 4.50, 2467.8 4.70, 3001.2 4.85, 3667.8 4.99, , 881.1, 976.3, 1167.8, 13613, 1606.0, , 13.9, 15.4, 18.4, 21.4, 25.3, , 16.3, , 87.55, 95.55, 111.55, 127.55, 147.55, , 17.8, 19.8, 23.8, 27.8, 32.8, , (Con~nued)

Page 38 :
SINGLE JOIST WIlli ADDITIONAL PLATES ON BOlli FLANGES, , TABLE 11, , 33, , (Contd.), , SINGLE JOIST WITH ADDITIONAL, PLATES ON BOTH FLANGES (GIRDERS), v, w,,;ght, , Composed of, , _ _~ A, Joist, , per, , Cover Plates f, , Metre(W), , De.;gnation~Wodth '::.ickn"'! ~, mm, , mm, , 320,0 10,0, 12,0, 18,0, 20.0, 25.0, , Ikg, , .N, , I, , SecMean, tional Thick., Area ness of, Flanges, , •, em', , Extreme Gross Moments, Fibre, of Inertia, Distance, , Least Modulus MaxiRadius, of, mum, of, section A1lowabl8, , --""'-"L!Gyration, .~, , mm, , em, , I/I(K, , cm 4, , '.w.4, , cm, , 'w, enl', , Maximum, Allow-, , Moment, Zxx, , Shear, , M, , S, , 3, kg.m )( 103 kgx_10, , 91.1 893,7, 10", 991,6, 121.2 1189,0, 141.3 1386,2, 188.5 1633.4, , 116,05, 128,85, 154,45, 180.05, 212.05, , 15,6, 17,8, 21.6, 25.6, 30,6, , 13,50, 13,70, 14,10, H.50, 15,00, , 16764,4 6318,8, 191·32,0 741",., 24078,5 9595,6, 2931M 11780,2, 36276,0 14510,8, , 7,38, 7,58, 7,88, 8,09, 8.27, , 19,6, 22,0, 26,9, 31,8, 38.1, , 15,8, , 1396,5, 1707,7, 2021,6, 2418,4, , ISMB 300, , 200.0 10.0 75.6 741.6, 12,0 81,8 802.5, 16.0 94,4 926.1, 20,0 107.0 1049.1, 25.0 122.7 1203.7, 32.0 144,6 1418,5, , 96.26, 104.26, 120,26, 136.26, 156.26, 185.26, , 18.7, 20.7, 24.7, 28.7, 33,7, 40,7, , 16.00, 16.20, 16.60, 17,00, 17,50, la.20, , 16216.9 1787,2 4.31, 20290.6 2053.9 4.44, 24594.2 ' 2587.2 4.64, 29110.3 3120,6 4.79, 35061.9 3787,2 4,92, 43984.5 4720,6 5.06, , 1138.6, 1252.5, 1481.6, 1712.4, 2003.5, 2416.7, , 17.9, 19.7, 23.3, 27,0, 31.6, 38.1, , 21.3, , ISWB 300, , 320,0 10.0, ·12.0, 16,0, 20,0, 25.0, 32.0, , 98.4, 108.4, 128,5, 148.6, 173.7, 208.9, , 965.3, 1063,4, 1260.6, 1457,8, 1704.0, 2049.3, , 125.33, 138.13, 163.73, 189.33, 221.33, 266.13, , 16,2, 18,2, 22.2, 26,2, 31.2, 38,2, , 16,00, 16,20, 16,60, 17.00, 17.50, 18,20, , 25202,9 6451,4 7.17, 28520,9 7543,7 7,39, 35406.6 9728,2 7.71, 42632,3 11912.8 7,93, 52154.5 14643.4 8,13, 66431,1 18466.4 8,33, , 1575,2, 1760,5, 2132:9, 2507.8, 2980.3, 3650.1, , 24,8, 27,7, 33.6, 39.5, 46.9, 57,5, , 21.0, , ISWB 350, , 200.0 10,0, 12.0, 16,0, 20.0, 25.0, 32.0, , 83,8, 90.0, 102.6, 115.2, 130.9, 152.8, , 822,1, 862,9, 1006.5, 1130.1, 1284.1, 1499.0, , 106,71, 114,71, 130.71, 146,71, 166.71, 194.71, , 19,9, 21.9, 25,9, 29.9, 34.9, 41.9, , 18.50, 18.70, 19.10, 19.50, 20.00, 20,70, , 26593.6, 29361.3, 35076.9, 41037,0, 48838,6, 60435,2, , '437 •5 22.6, 1570.1 24.7, 1836.5 28,9, 2104.5 33.1, 2441.9 38.5, 2919,6 46.0, , 26,8, , ISWS 350, , 320.0 10,0, 12,0, 16,0, 20.0, 25.0, 32.0, , 107.2, 117.2, 137.3, 157.4, 162.5, 217.7, , 1051.6, 1149.7, 1346,9, 1544,1, 1790.3, 2135,6, , 136.50, 149.30, 174.90, 200.50, 232,50, 277.30, , 17.1, 19.1, 23.1, 27,1, 32.1, 39.1, , 18,50, 18,70, 19,10, 19.50, 20.00, 20.70, , 36263,0 6637,2 6,97, 40691.4 7729,5 7.20, 49836.3 9914.0 7.53, 59372.4 12098,6 7,77, 71855.0 14829,2 7.99, 90409.6 18652,2 8,20, , 1960,2, 2176,0, 2609,2, 3044.7, 3592,8, 4367.6, , 30,9, 34,3, 41.1, 48,0, 56.6, 68,8, , 26.5, , 200.0 10.0, laO, 16,0, 20.0, 25.0, 32,0, , 93.0, 99,3, 111.3, 124.4, 140.1, 162,1, , 912.3, 974,1, 1091.9, 1220.4, 1374.4, 1590.2, , 118.46, 126,46, 142.46, 158,46, 178.46, 206.46, , 21.2, 23,2, 27.2, 31.2, 36.2, 43,2, , 21.00, 21,20, 21,60, 22.00, 22.50, 23,20, , 37271.7, 40833.4, 48161.0, 55765.1, 65666,7, 80287.3, , 4,06, 4,19, 4.40, 4,56, 4,71, 4.87, , 1774,8, 1926,1, 2229.7, 2534.8, 2918,5, 3460,7, , 28.0, 30,3, 35,1, 39.9, 46,0, 54,5, , ISWB 250, , ISMS 400, , 1871.0, 2137,7, 2671.0, 3204,4, 3871.0, 4804.4, , 1955.4, 2222,1, 2755,4, 3288.8, 3955.4, 4868,8, , 4,19, 4.32, 4.52, 4.67, 4.82, 4.97, , 1241.8, , '., 33.6, , (Continued)

Page 39 :
..:;:-C;;C",,:.:::;c, , 34, , STEEL TABLES, V, I, , [, i, , ~t--, , TABLE 11, , (Conld.), , SINGLE JOIST WITH ADDITIONAL, PLATES ON BOTH FLANGES (GIRDERS), , --x, , c.., , L, , V, , ComPQsed of, , I Joist, Deslgnation, , Weight, , A, , Sec· Mean, tional Thickness, Area, of, Flange, , po<, , Cover Plates, , I Width / , Thick I, ness, , mm, , mm, , Metre, (N), , I"'----l, kg, , N, , Extreme, Fibre, Distance, en, , 0, , em', , mm, , em, , Least Modulus Maxi- Maximum, Radius, of, mum, Allow·, of, Section AlloWable, able, moment, shear, ~ Gyration, S, M, Zn, ''leX, Iyy, 'yy, Gross Moment, 01 Inertia, , em', , ISWB400, , 320.0 10.0, 12.0, 16.0, 20.0, 25.0, 32.0, 40.0, , 117.0, 127.0, 147.1, 167.2, 192.3, 227.5, 267.7, , 1147.8, 1245.9, 1443.0, 1640.2, 1886.5, 2231.8, 2626.1, , 149.01, 161.81, 187.41, 213.01, 345.01, 289,01, 341.01, , 18.1, 20.1, 24.1, 28.1, 33.1, 40.1, 48.1, , 21.00 50328.0, 21.20 56026.8, 21.60 67750.9, 22.00 79917.4, 22.50 95760.0, 23.20 I I 91 53.0, 24.00147672.0, , ISMB 450, , 200.0 10.0, 12.0, 16.0, 20.0, 25.0, 32.0, 40.0, , 103.8, 110.1, 122.7, 135.2, 150.9, 172.9, 198.0, , 1018.3, 1080.1, 1203.7, 1326.3, 1480.3, 1696.1, 1942.4, , 132.27 23.0, 140.27 25.0, 156.27 29.0, 172.27 33.0, 192.27 36.0, 220.27 45.0, 252.27 53.0, , 23.50 51554.1, 23.70 56009.8, 24.10 65149.4, 24.50 74597.5, 25.00 86849.1, 25.70104543.7, 26,50128644.1, , ISWB450, , 320.0 10.0, 12.0, 16.0, 20.0, 25.0, 32.0, 40.0, , 129.6, 139.7, 159.8, 179.9, 205.0, 240.2, 280.4, , 1271.4, 1370.5, 1567.6, 1764.8, 2011.0, 2356.4, 2750.7, , 165.15, 177.95, 203.55, 229.15, 261.15, 305.95, 357.15, , 19.6, 21.6, 25.6, 29.6, 34.6, 41.6, 49.6, , 23.50 68918.9, 23.70 76048.1, 24.10 90671.4, 24.50 105788.3, 25.00 125390.9, 25.70154182.3, 26.50 189062.9, , ISMB 500, , 250.0 10.0, 12.0, 16.0, 20.0, 25.0, 32.0, 40.0, , 126.2, 134.0, 149.7, 165.4, 185.1, 212.5, 243.9, , 1238.0, 1314.5, 1468.6, 1622.6, 1815.8, 2084.6, 2392.7, , 160.74, 170.74, 190.74, 210.74, 235.74, 270.74, 310.74, , 22.4, 24.4, 28.4, 32.4, 37.4, 44.4, 52.4, , ISWB500, , 400.0 10.0, 12.0, 16.0, 20.0, 25.0, 32.0, 40.0, , 158.0, 170.5, 195.6, 220.8, 252.2, 296.1, 346.4, , 1550.0, 1672.6, 1918.8, 2166.0, 2414.1, 2904.7, 3398.2, , 201.22, 217.22, 249.22, 261.22, 321.22, 377.22, 441.22, , 19.2, 21.2, 25.2, 29.2, 34.2, 41.2, 49.2, , em', 6849.3, 7941.6, 10126.1, 12310.7, 15041.3, 18864:3, 23233.3, , em, , cm\g.m )( 103 kg )( 10 3, , 6.78, 7.01, 7.35, 7.60, 7.84, 8.07, 8.25, , 2396.6, 2642.8, 3136.6, 3632.6, 4256.0, 5135.9, 6153.0, , 37.7, 41.6, 49.4, 57.2, 67.0, 80.9, 96.9, , 32.5, , 2167.3 4.05, 2434.0 4.17, 2967.3 4.36, 3500.7 4.51, 4187.3 4.66, 5100.7 4.81, 6167.3 4.94, , 2193.8, 2363.3, 2703.3, 3044.8, 3474.0, 4079.5, 4779.0, , 34.6, 37.2, 42.6, 48.0, 54.7, 64.3, 75.3, , 40.0, , 2932.7, 3208.8, 3762.3, 4317.9, 5015.6, 5999.3, 7134.5, , 46.2, 50.5, 59.3, 68.0, 79.0, 94.5, I I 2.4, , 39.1, , 26.00 77735.0 3914.0 4.97, 26.20 84547.1, 4494.8 5.13, 26.60 98486.6 5536.5 5.39, 27.00112851.6 6578.1 5.59, 27.50131416.2 7880.2 5.78, 28.20 158564.4 9703.1 5.99, 29.00 191285.0 11786.5 6.16, , 2989.8 47.1, 3227.0 50.8, 3702.5 58.3, 4179.7 55.8, 4778.8 75.3, 5622.9 88.6, 6596.0 103.9, , 48.2, , 26.00104317.6, 26.20 115217.0, 26.60 137520.1, 27.00 160504.2, 27.50 190207.6, 28.20233644.7, 29.00 285997.6, , 4012.2 47.4, 4397.6 50.4, 5169.9 56.2, 5944.6 62.1, 8916.6 69.5, 8285.3 79.9, 9862.0 92.0, , 46.8, , 7168.0, 8260.3, 10444.8, 12629.4, 15360.0, 19183.0, 23552.0, , 13654.5, 15787.8, 20054.5, 24321.1, 29654.5, 37121.1, 45654.5, , 6.59, 6.81, 7..16, 7.42, 7.67, 7.92, 8.12, , 8.24, 8.53, 8.97, 9.30, 9.61, 9.82, 10.17, , (ConYnuedj

Page 40 :
SINGLE JOIST WITH ADDITIONAL PLATFS ON BOl if FLANGES, , 35, , Y, I, , [, , xt--, , TABLE 11 (Contd.), , SINGLE JOIST WITH ADDITIONAL, PLATES ON BOTH FLANGES (GIRDERS), , - -It, , '.., , L, , y, Composed of, , Weight, per, Cover Plates 1 MetrefNj, , /'., I Joist, , Designslion, , I Width / , Thick. I,--A----, _, , Sec·, , Mean, , Extreme, , tional, Area, , Thick·, , Fibre, , ness of, Flanges, , Distance, , 0, , mm, , mm, , kg, , N, , least Modulus, of, Radius, Section, of, , I~Gyration, , e", , ness, , Gross Moment, of Inertia, , em2, , mm, , em, , Iyy, , I", , em', , em', , f yy, , Z"", , em, , ",,3, , Maxi-, , mum, , mum, , Allow·, able, , A1lowable, , Moment - Shear, S, M, , kg.m, , 3852.8, 3912.1, 4432.4, 4954.3, 5609.3, 6531.6, 7594.0, , 3, , K, , 10, , kg, , 57.5, 61.6, 69.6, 78.0, 88.3, 102.9, 119.6, , It, , 10, , 3, , ISMB 550 250.0, , 10.0, 12.0, 18.0, 20.0, 25.0, 32.0, 40.0, , 143.0, 150.8, 186.5, 162.2, 201.8, 229.3, 260.7, , 1402.8, 1479.3, 1633.4, )787.4, 1979.7, 2249.4, 2557.5, , 82.11, 192.11, 212.11, 232.11, 257.11, 292.11, 332.11, , 24.7, 28.7, 30.7, 34.7, 39.7, 46.7, 54.7, , 28.50, 28.70, 29.10, 29.50, 30.00, 30.70, 31.50, , 104097.8 4438.0, 112277.4 4958.8, 128981.9 6000.5, 146151.9 7042.1, 168279.0 8344.2, 200519.7 10167.1, 239210.3 12250.5, , ISWB 550 400.0, , 10.0, 12.0, 16.0, 20.0, 25.0, 32.0, 40.0, , 175.3, 187.9, 213.0, 238.1, 269.5, 313.5, 363.7, , 1719.7, 1843.3, 2089.5, 2335.8, 2643.8, 3075.4, 3567.9, , 223.34, 239.34, 271.34, 303.34, 343.34, 399.34,, 463.34, , 21.0, 23.0, 27.0, 31.0, 36.0, 43.0, 51.0, , 28.50, 28.70, 29.10, 29.50, 30.00, 30.70, 31.50, , 137632.8, 150720.2, 177447.3, 204919.4, 240322.3, 291907.9, 353812.8, , 14407.3 8.03 4829.2, 5251.6, 16540.6 8.31, 20807.3 8.76 6097.8, 25073.9 9.09 6946.4, 30407_3.__ ~.41, 8010.8, 37873.9 9.74 9508.4, 46407.3 10.06 11232.2, , ISMB 800 320.0, , 10.0, 12.0, 16.0, 20.0, 25.0, 32.0, 40.0, , 172.9, 182.9, 203.0, 223.1, 248.2, 283.4, 323.6, , 1696.1, 1794.2, 1991.4, 2188.6, 2434.6, 2780.2, 3174.5, , 220.21, 233.Q1, 258.61, 284.21, 316.21, 361.01, 412.21, , 23.6, 25.8, 29.6, 33.6, 38.6, 45.6, 53.6, , 31.00, 31.20, '31.60, 32.00, 32.50, 33.20, 34.00, , 151354.3, 163734.7, 188975.8, 214883.7, 248146.3, 296492.9, 354298.3, , 8112.3, 9204.6, 11369.1, 13573.7, 16304.3, 20127.3, 24496.3, , 6.07 4882.4 76.9 68.0, 6.29 5247.9 82.7, 6.64 5980.2 94.2, 6.91, 6714.5 105.8, 7.18 7635.3 120.3, 7.47 8930.5 140.7, 7.71 10420.5164.1, , ISWB 600 400.0, , 10.0, 12.0, 16.0, 20.0, 25.0, 32.0, 40.0, , 196.5, 209.1, 234.2, 259.3, 290.7, 334.7, 384.9, , 1927.7, 2051.3, 2297.5, 2543.7, 2851.8, 3283.4, 3775.9, , 250.38, 286.38, 298.38, 330.38, 370.38, 426.38, 490.38, , 23.3, 25.3, 29.3, 33.3, 38.3, 45.3, 53.3, , 31.00, 31.20, 31.60, 32.00, 32.50, 33.20, 34.00, , 180625.2, 196100.6, 227651.7, 280011.8, 301615.2, 362048.3, 434305.2, , 15369.2, 17502.5, 21769.2, 26035.8, 31369.2, 38835.0, 47369.2, , 7.83 5826.6 91.8, 6285.3 99.0, 8.11, 8.54 7204.2 113.5, 8.88 8125.4 128.0, 9.20 9280.5 146.2, 9.54 10905.1 171.8, 9.83 12773.7 201.2, , ISWB 800 400.0, , 10.0, 12.0, 18.0, 20.0, 25.0, 32.0, 40.0, , 207.9, 220.5, 245.6, 270.7, 302.1, 346.1, 396.3, , 2039.5, 2163.1, 2409.3, 2655.6, 2963.6, 3395.2, 3887.7, , 264.86, 280.86, 312.86, 344.86, 384.86, 440.86, 504.86, , 24.8, 26.8, 30.8, 34.8, 39.8, 46.8, 54.8, , 31.00, 31.20, 41.60, 32.00, 32.50, 33.20, 34.00, , 190053.3, 205528.7, 237079.8, 269439.9, 311043.3, 371476.4, 443733.3, , 15965.0, 18098.3, 22365.0, 26631.6, 31965.0, 39431.6, 47965.0, , 7.76 6130.8 96.6 66.9, 8.03 6587.5 103.8, 8.45 7502..5 118.2, 8.79 8420.0 132.6, 9570.6 150.7, 9.11, 9,46 111'89.0 176.2, 9.75 13051..0 205.6, , "', , 4.94, 5.08, 5.32, 5.51, 5.70, 5.90, 6.07, , Maxi-, , 58.2, , 76.1 54.6, 82.7, 96.0, 109.4, 126.2, 149.8, 178.9, , 63.5, , Note (1) The properties given in this Tabie are based on the gross area of the section., (2), (3), (4), , The mean thickness of flange is computed according to Note 2 in Table II of IS : 800-1956., The maximum allowable moment is comuted on the basis of the allowable stress specijied, in 9.2.1. Clf IS : 800-1956 and the gross modulus of section (Z""", given in this Table., The maximum allowable shear Is computed on the basis of the allowable shear stress, specmed in 9.3.2. and the eflectlve sectional area defined in 20.6.2.2. of IS: 800-1956.

Page 41 :
,, s1'EEL TABLFs, , 36, , TABLE 12, , _.,--, , 11--, , SINGLE JOIST WITH CHANNEL AND, PLATES ON BOTH FLANGES (GIRDERS), , t ••, , .J, y, , Com~oI, , ~IIChannel, lion, , ISMB 600, , Botlom Flange I, , Top Range, , Joi&t, , ~, , '1ll4.ll, 4~.1, , ~50, , 413.0, , kg, ~65.0, , ~:O, , ~.6, , ~70.4, , 37~.74, , 40.0, , 322:7, , 3165.7, , 411.14, , ~34.6, , ~.1.4, , ~8.87, , 3O.6~, , 40.0, , 2463.3, V13.4, 2987.1, , 319.87, 352.27, 387.87, , 32.00, 33.53, 35.1.7, , x 10.0, 12.0, 16:0, 20.0, , 1Ii7.1, 202.2, 212.2, 222.3, , 1933.6, 1983.6, 2081.7, 2180.8, , 251.14, 257.54, 270.34, , 27.62, 28.47, 30.07, 31.55, , 189.9, 194.9, , 1562.9, , 241.87, 248.27, , 2010.1, , 215.0, , ISMC 300 35,8, 351.2, , 250 x 10.0, 12.0, 16.0, 20,0, , ISMC 400 49.4 320 x 10.0, 12.0, 494.6, 16.0, 20.0, , ~O, , x 20.0, , ISMC 400 49.4, 484.6, ISMC 350 42.1, 413.0, , x 10.0, 12.0, 16.0, 20.0, , 30.46, 31.84, 33.34, , 251.1, 276.6, 304.5, , ~04.9, , ~O, , em, ~9.18, , .~.O, ~.O, , ~O, , ~O, , e", Top, , x 20.0, , x 10.0, 12.0, 16.0, 20.0, , ISMC 350 42.1, 413.0, , em", 315.14, 337.54, , ~.O, , ~O, , ~47.4., , N, , 1~.0, , ISMC 350 42.1, 413.0, , oIFIlInges, Bootom, , ness, , 18.0, 20.0, , ISMC 400 49.4, 484.6, , 133.7, 1311:6, , ~rNl, , ~4V.0, ~:7, , x 10.0, 12.0, 16.0, 20.0, , _Th_, , .Jiidtil x'Thick.' r-"'---,, , ness, , k9, , mm mm mm mm, 122.6· ISMC 400 49.4 320 x 10.0 320 x 20.0, , ISMC 350, , SWE\600, , Plate, , N, , 1~.7, , •, , per, , Plaia, , Centre, 01, , . Gravity ....----"-----, , Weight, , 1\, , ~,~, ., na·, w Wldth)(, ., lion, , Sectional, Area, , ~3.14, , ~8.55, , mm, 27.5, ~.1, ~.3, , 35.5, , mm, 33.6, 38.6, 45.6, 53.6 ., , 33.6, 38.6, 45.6, ~.O, 34.9, 53.6, 19.5 ·23.6, 27.7, , ~.2, , ~.6, ~.6, , 33.6, 20.6, , ~3.6, , 2109.~, , ~1.07, ~73.87, , 29.41, 31.02, 32.50, , 178.1, 182.0, 189.9, 197.7, , 1747.2, 1765.4, 1562.9, 1939.4, , 226.85, 231.85, 241.85, 251.85, , 28.41, 29.13, 30.49, 31.77, , 22.2, , 27.5, 29.5, 33.5, .37.5, , 2535.9, V08.5, , ~9.31, , ~75.6, , 351.71, 386.91, 425.31, , 29.30, 3Q.52, 31.88, 33.32, , ~.9, , 40.0, , 258.5, 276.1, 303.7, 333.9, , 31.5, 34.7, 37.9, , ·36.6, 41.6, 48.6, 58.6, , ~O, , x 20.0, 25.0, 32.0, 40.0, , 245.7, 282.2, 287.7, 315.6, , 2410.3, 2572.2, 2822.3, 3098.0, , 313.04, 334.04, 366.44, 402.04, , 30.88, 32.00, 33.49, 35.09, , 30.5, 31.9, 34.7, 37.6, , 36.6, 41.6, 48.6, 58.6, , ~O, , x 10.0, 12.0, 16.0, , 208.3, 213.3, 223.3, , 2043.4, 2082.5, 2190.6, , 265.31, Vl.71, 284.51, , 27.79, 28.60, 30.11, , 21.9, , 26.6, 28.6, , 201.0, 206.0, 216.1, , 1971.8, 2020.9, 2119.9, , 256.04, 262.44, V5.24, , 28.68, 29.49, 31.01, , 23.3, , 26.6, 28.6, 32.6, , ~.O, ~.O, , 320 x 10.0, 12.0, 16.0, , 191~.0, , ~79.3, , ~5.6, , 29.6, 33.6, , ~.6

Page 42 :
SINGLE JOIST WITII CHANNEL AND PlATFS ON TIlE FlANGES, , 37, , y, , ··'.rj, , TABLE, , -f, , 12(Contd.), , c••, ~---, , -t~1, , SINGLE JOIST WITH CHANNEL AND, PLATES ON BOTH FLANGES (GIRDERS), , -.., J, Extreme Fibre Y, DisIances, , ~, O~, Ow, , em, , GroSs Moment, , of Inertia, , A, Iyy, , 1/l{K, , I, , WhOle, , Top Range, , Section, , Only, , em', , em', , Radius 01, , Moduli of, , Gyration, , Section, , 'w, , Z~, , Maximum, Nlowable, Moment, , AJlowable, , She",, , A, , Zc, , 1,, , M, , em, , em', , em', , kg.m x 103, , em, , em', , 34,68, 34,10, 33,82, 33,52, , 20.00, , 235892,2, 260868,4, 299883,3, 343302,5, , 25925,8, 27837,3, 30841,0, 34177.8, , 19138,6, 19684,9, 20777.3, 21869,7, , 9,07, 9,08, 9,10, 9,11, , 8084,1, 8564,4, 9418,8, 10297,7, , 6801,9, 7649,9, 8866,7, 10241,0, , 107,1, 120,5, 139,7, 161.3, , 33,19, 32,51, 32,08, 31,64, , 17,50, , 222893,7, 245424,1, 280290,7, 318880,7, , 19422,4, 21048,2, 23480,5, 26185,8, , 12835,4, 12896,0, 13417,0, 13938,0, , 8,06, 8,11, 8,16, 8,22, , 7278,4, 7670,7, 8358,8, 9068,2, , 6716,5, 7548,1, 8738,1, 10079,2, , 105,8, 118,9, 137,8, 158,7, , 34,24, 33,59, 32,39, 31,31, , 20,00, , 170351,8, 177711,4, 191631,5, 204809,7, , 20464,5, 21010,6, 22102,9, 23185,1, , 16407,8, 16408,0, 16408,2, 16408.4, , 9,03, 9,03, 9,04, 9,05, , 6167,7, 6241.4, 8372,2, 6488,1, , 4975,2, 5291,1, 5816,9, 6534,2, , 78,4, 83,3, 93,2, 102,9, , 33,28, 32,80, , 17,50, , 163988,8, 170907,2, , 15389,7, 15935,8, , 11333,2, 11333,3, , 7,98, 8,01, , 5743,0, 5811,0, , 4930,1, 5242,7, , 77.6, 82,8, , 184002,1, 196179,3, , 17028,1, 18120,3, , 11333,5, 11333,7, , 8,08, 8,13, , 5931,9, 6037,1, , 5881,7, 6471,5, , 92,3, 101,9, , 31,39, 30,31, , Maximum, , ,33,35, 32,83, 31,87, 30,99, , 15,00, , 150938,0, 156412,7, 166872,3, 176748,1, , 10315,7, 10578,1, 11096,9, 11617,8, , 7687,8, 7687,9, 7668,1, 7688,2, , 6,74, 6,75, 6,77, 8,79, , 5313,3, 5369,7, 5472,2, 5563,7, , 4525,5, 4764,2, 5238,8, 5702,9, , 71.3, 75,0, 82,5, 89,8, , 34,58, 34,04, 33,80, 33,54, , 20,00, , 250375,1, 275280,7, 314274,1, 357691,1, , 27977,3, 29888,8, 30892,5, 36169,5, , 20184,4, 20710,7, 21803,0, 22895.4, , 9,22, 9,22, 9,22, 9,22, , 7546,7, 9018,8, 9863,7, 10734,4, , 7243,6, 8088,1, 9298,5, 10665,2, , 114,1, 127,4, 146,5, 168,0, , 33,13, 32,51, 32,12, 31,72, , 17,50, , 237298,3, 259809,6, 294693,4, 333342,5, , 21473,9, 23099,7, 25532,0, 28237,3, , 13661.2, 13921.7, 14442,7, 14963,7, , 8,28, 8,32, 6,35, 8,38, , 7735,2, 8120,1, 8799,5, 9499,9, , 7162,1, 7990,7, 9174,7, 10508,6, , 112,8, 125,9, 144,5, 165,5, , 34,07, 33.46, 32,35, , 20,00, , 184878,1, 192173,4, 206025.4, , 22516,0, 23062,1, 24154,4, , 17433,7, 17433,8, 17434,0, , 9,21, 9,21, 9,21, , 6652,0, 6719,9, 6641.9, , 5428,9, 5743,0, 6369,1, , 85,5, 90,5, 100,3, , 33,13, 32,52, 31.40, , 17,50, , 178422,6, 185319,0, 198388,2, , 17441.2, 17987,3, 19079,6, , 12359,0, 12359,1, 12359,3, , 8,25, 8,28, 8,33, , 6222,0, 6284,8, 8397,9, , 5384,9, 5898,0, 6317,8, , 84,8, 89,7, 99,5, , S, kg )( 103, , 68,0, , 63,5, , (Continued)

Page 43 :
STEEL TABUS, , TABLE 12 (conI.), , -t-·, <.., , 1\--, , SINGLE JOIST WITH CHANNEL AND, PLATES ON THE FLANGES (GIRDERS), , e .., , -.J, , •, I, , Composed of, , na·, ~, , Channel, , W, , lion, , i, , Oesign~ 'Width XThick- I, , I<g, , Kg, , --.,., , rr, , Weight Per, , Matra, Pfeta, , don, , 145.1, 1423.4, , Bottom Rang91, , Top Aange, /\, , Joist, , 'ISWB600, , sectional, Ale., , /'-.., , ....., , Pfeta, , l!Nl, , i Width '::'ThiCk.\, , ,.-/\---,, , •, , centre, of, Gravity, , C"", , Mean Thickness, of Flanges, , r~, Top Bottom, , l, , ness, , mm, , mm, , Kg, , em., , N, , mm, , mm, , ISMC 400 49.4 320 x 10.0 320 x 20.0, 484.6, 12.0, 26.0, 16.0, 32.0, . 40,0, 20.0, , 269.9, 287.5, 315.1, 345.2, , 2647.7, 2820.4, 3091.1, 3386.4, , 343.79, 386.19, 401.39, 439.79, , 29.40, 30,58, 31.88, 33.31, , 31.4, 33,0, 38.2, 39.4, , 38.4, 43.4, 50.4, 58.4, , ISMC 350 42.1 260 x 10,0 320 x 20.0, 12.0, 413.0, 26.0, 16.0, 32.0, 20.0, 40.0, , 257.1, 273.6, 299.0, 327.0, , 2522.2, 2684.0, 2933.2, 3207.9, , 327.52, 348.52, 380.92, 416.52, , 30.73, 32.00, 33.45, 35.01, , 32.1, 33.5, 36.4, 39.2, , 38.4, 43.4, 50.4, 58.4, , 320 x 10.0, 12.0, 16.0, , 219.6, 224.7, 234.7, , 2154.3, 2204.3, 2302.4, , 279.79, 288.19, 298.99, , 27.95, 28.71, 20.15, , 23.4, , 28.4, 30.4, 34.4, , 320 x 10.0, 12.0, 16.0, , 212.4, 217.4, 227.4, , 2063.6, 2132.7, 2230.8, , 270.52, 278.92, 289.72, , 28.79, 29.58, 31.00, , 25.0, , 26.4, 30.4, 34.4, , ISMC 550' 103.7 ISMC 350 42.1 250 x 10,0 320 x 20.0, 1017,3, 413.0, 12.0, 25.0, 16.0, 32.0, 20.0, 40.0, , 215.7, 232.2, 257.6, 285.6, , 2116.0, 2277.9, 2527.1, 2601,7, , 274.77, 295,77, 328.17, 383.77, , 28.15, 29.52, 31.05, 32.86, , 25.7, 27.1, 30.0, 32.9, , 31.5, 38.5, 43.5, 51.5, , ISMC 350 42.1, 413.0, , 320 x 10.0, 12,0, 16.0, , 170.9, 176.0, 186.0, , 1878.5, 1726.6, 1824.7, , 217.77, 224.17, 236.97, , 26.05, 26.93, 28.57, , 18.6, , 21,5, 23.5, 27,5, , ISMC 300 35.8, 351.2, , 250 x 10.0, 12.0, 16.0, , 159.2, 163.1, 170.9, , 1581.8, 1600.0, 1676.5, , 202.75, 207.75, 217,75, , 25.88, 26.63, 26.03, , 19.8, , 24.7, 26.7, 30.7, , ISMC 250 30.4, 298.2, , 250 x 10.0, 12.0, 16.0, , 153.7, 157.6, 165.5, , 1507.8, 1548.1, 1623.6, , 195.78, 200.78, 210.78, , 26.67, 27.42, 28.83, , 21.8, , 24,7, 26.7, 30.7, , ISMC 400, , 49.4, 484.6, , ISMC 350 42.1 ., 413.0, , I', , Ii,

Page 44 :
SINGLE JOIST WIlli CHAN!'ffiL AND PlATEs ON mE FlANGES, , 39, , TABLE 12 (Con/d.), , -f-', e.., , l<--, , SINGLE JOIST WITH CHANNEL AND, PLATES ON THE FLANGES (GIRDERS), , '.., , Extreme Fibre, Distances, , •, , ~, f, , l'., , em, , =-.1, Gross Moments of Inertia, , Radius of, , Moduli of, Section, , Gyration, I 1)0(, , A, , 'Wi\01e, , 1\ I", , :rop F1ang~, , section, , only, , em', , em', , Maximum, Allowable, Moment, , Z, , '", , ~, , em, , em3, , em 3, , M, kg.m x 103, , em, , em', , 34.46, 33.98, 33.78, 33.55, , 20.00, , 259894.4, 284747.6, 323707.2, 367122.2, , 28573.1, 30484.6, 33488.3, 36766.1, , 20462.3, 21008.5, 22100.9, 23193.3, , 9.12, 9.12, 9.13, 9.14, , 8839,0, 9310.2, 10162.9, 11022.6, , 7542,6, 8381.0, 9683.7, 10941.4, , 118,8, 132.0, 160.9, 172.3, , 33.08, 32.51, 32.18, 31.80, , 17,60, , 246744.1, 269237.7, 304137.8, 342843.2, , 22069.7, 23695.6, 26127.8, 28833.1, , 13959.1, 14219.8, 14740.6, 16261.8, , 8.21, 8.25, 8.28, 8,32, , 8030.0, 8414.6, 9092.7, 9792.7, , 7468,6, 8280,8, 9468.6, 10781.2, , 117,6, 130,4, 148.9, 169.8, , 33.91, 33.35, 32.31, , 20.00, , 194435.4, 201671.9, 215461.2, , 23111.8, 23657.9, 24750.2, , 17731.6, 17731.7, 17731,9, , 9.09, 9.09, 9.10, , 6968,1, 7023.9, 7146.7, , 5734.1, 6047,5, 6688,2, , 90.3, 95.2, 105,0, , 33.02, 32.45, 31.41, , 17.60, , 187913.1, 194771.1, 207816.8, , 18037.0, 18583.1, 19675.4, , 12668.9, 12667.0, 12667.2, , 8.17, 8.19, 8.24, , 6626.9, 8599.9, 6704.1, , 5691.0, 6001.4, 6615.9, , 89.6, 94,9, 104.2, , 30.66, 29.98, 29.56, 29.15, , 17.50, , 175306.3, 194503.9, 224235.2, 257183.8, , 16605.2, 20231.0, 22663,3, 25388.6, , 12226.8, 12487.4, 13008.4, 13529.3, , 8.23, 8,27, 8.31, 8.35, , 6226,9, 8587.8, 7222.0, 7874.2, , 5718.3, 6486.7, 7585.5, 8823,3, , 90.1, 102.2, 119.5, 139.0, , 30.76, 30.08, 28.84, , 17.50, , 126214.8, 131135.8, 142237.4, , 14572.5, 15118.6, 16210.9, , 10924.6, 10924.7, 10924.9, , 8.18, 8.21, 8.27, , 4806.7, 4869.3, 4979,2, , 4070.7, 4359.7, 4931.4, , 64.1, 88.7, 77.7, , 30.88, 30.33, 29.33, , 16,00, , 114276.0, 118968.7, 127862.8, , 9498.5, 9768.7, 10279.7, , 7279,2, 7279.3, 7279.6, , 6.84, 6.85, 6,87, , 4415,2, 4467.4, 4661.3, , 3700.9, 3921.9, 4359.1, , 68,3, ~1 ,8, 68.7, , 30.04, 29.49, 28.48, , 12.50, , 110209.4, 114839.0, 123036.8, , 6962.7, 17213.1, 7733.9, , 4733.5, 4733.6, 4733.8, , 5.96, 5.99, 6.06, , 4132.7, 4181.1, 4288.1, , 3668.5, 3087,2, 4319.7, , 57,8, 61,2, 68.0, , ~"1, , Maximum, Allowable, Shear, , kg x 104, , 66.9, , 68.2

Page 45 :
40, , STEEL TABElS, , TABLE 12 (cont.), , -t-c.., , "'--, , SINGLE JOIST WITH CHANNEL AND, PLATES ON THE FLANGES (GIRDERS), , '.., , =.J, y, , I, , Com~of, , Joist, , IOeaign•• A, , per, , Top Range, A, , w I, , Channel, , PI"", I, , Designs-Width )( Thickn..., lion, , ISMC 500, , ,, , centre, , of, Gnwky, , Mean Thickness, of Flanges, , ~, Top Bottom, , Plale, , \Vodth ~ Th~~' ~, n..., , kg, , N, , em2, , em, , mm, , mm, , ISMC 400 49.4 320 )( 10.0 320.20.0, 484.6, 25.0, 12.0, 16.0, 32.0, 40.0, 20.0, , 237.3, 254.9, 282.5, 312.6, , 2327.9, 2500.6, 2771.3, 3086.6, , 302.27, 324.67, 359.87, 398.27, , 26.82, 28.06, 29.40, 30.85, , 27.6, 29.2, 32.4, 35.6, , 33.8, 38.8, 45.8, 53.8, , ISMC 350 42.1 250 • 10.0 320.20.0, 413.0, 12.0, 25.0, 16.0, 32.0, 40.0, 20.0, , 224.5, 241.0, 266.4, 294.4, , 2202.3, 2364.2, 2613.4, 2888.1, , 286.00, 307.00, 339.40, 375.00, , 2820, 29.52, 31.01, 32.59, , 27.8, 29.2, 32.1, 35.0, , 33.8, 38.8, 45.8, 53.8, , ISMC400, , 187.0, 192.1, 202.1, , 1834.5, 1884.5, 1982.6, , 238.27, 244.67, 257.47, , 25.27, 28.10, 27.65, , 19.6, , 23.8, 25.8, 29.8, , 179.8, 184.8, 194.8, , 1763.8, 1812.9, 1911.0, , 229.00, 235.40, 248.20, , 26.16, 27.00, 28.55, , 20.7, , 12.0, 16.0, , 23.8, 25.8, 29.8, , 86.9 ISMC 350 42.1 250 • 10.0 320.20.0, 852.5, 413.0, 12.0, 25.0, 16.0, 32.0, 40.0, 20.0, , 198.9, 21.5.4, 240.8, 268.8, , 1951.2, 2113.1, 2362.2, 2636.9, , 253.40, 274.40, 306.80, 342.40, , 25.70, 27.06, 28.56, 30.13, , 24.1, 25.5, 28.4, 31.2, , 29.7, 34.7, 41.7, 49.7, , kg, , ISWB 550, , •, , M_, , ~r-"--,, , lion, , ....., , Sectional, , Weight, , /\, , 112.5, 1103.6, , kg, , mm, , mm, , mm, , mm, , "W", , 49.4, 484.6, , 320 x 10.0, , ISMC 350 42.1, 413.0, , 320 )( 10,0, , 12.0, 16.0, , ISMC 350 42.1, 413.0, , 320 • 10.0, 12,0, 16.0, , 154.2, 159.2, 189.2, , 1512.7, 1561.8, 1859.9, , 198.40, 202.80, 215.60, , 23.58, 24.47, 26.12, , 17.0, , 19.7, 21.7, 25.7, , ISMC 300, , -~50., , 10.0, 12.0, 16.0, , 142.4, 146.3, 154.2, , 1396.9, 1435.2, 1512.7, , 181.38, 186.38, 196.38, , 23.39, 24.15, 25.58, , 17.9, , 23.4, 24.4, 28.4, , 250 .• 10.0, 12.0, 16.0, , 136.9, 140.8, 148.7, , 1343.0, 1381.2, 1458.7, , 174.41, 179.41, 189.41, , 24.17, 24.94, 26.38, , 19.5, , 22.4, 24.4, 28.4, , 35.8, 381.2, , ISMC 250 30.4, 298.2, , (Continued)

Page 46 :
41, , SINGLE JOIST CHANNEL AND PlATES ON TIlE FIANGFS, , TABLE 12, , -/-., , x~, , (ConuL), , SINGLE JOIST WITH CHANNEL AND, PLATES ON THE FLANGES (GIRDERS), , <.., , Extreme Fibre, Oislances, , •, , .~, SXI(·, , eW, , =.J, Gross Mo~ents of Inertia, , I, , 1\, , Moduli of Section, , f yy, , Secllon, , Only, , em', , em', , Z", , ~, , 'Whole 1\ Top A8hge, , S, , M, , kg.m,x, , 103, , em, , em', , em', , 19683,5, 20229,8, 21322,1, 22414;5, , 9.45, 9.44, 9,42, 9,40, , 7316,2, 7752,1, 9532,7, 9336,9, , 6124,8, 8905,6, 8023,9, 9286,6, , 98,5, 108,8, 126,4, 146,3, , 20512,0, 22137,8, 24570,1, 27275.4, , 13180,3, 13440,8, 13961.7, 14482.7, , 8,47, 8.49, 8,51, 8,53, , 6572,4, 6927,0, 7554,1, 8200,2, , 6054,4, 6820,5, 7914,6, 9146,8, , 95.4, 107,4, 124,7, 144,1, , 140570,2, 146829,6, 168641.3, , 21554,1, 22100,2, 23192,5, , 16952,8, 16952,9, 16953,0, , 9,51, 9,50, 9.49, , 5562,9, 5626,0, 5738,0, , 4449,7, 4742,3, 5321,3, , 70,1, 74:7, 83,8, , 17,50, , 135281.9, 141168,7, 152250,6, , 18479,3, 17025,4, 18117,7, , 11878,1, 11878,2, 11878,3, , 8.48, 8,50, 8,54, , 5171.2, 5229,1, 5331.9, , 4413,9, 4703,5, 5278.4, , 69,5, 74,1, 83,1, , 28,11, 27,45, 27,05, 26,68, , 17,50, , 138749,0, 152873,0, 177877,9, 205641.8, , 18141.2, 19767,0, 22199,3, 24904,6, , 11994,9, 12255,4, 12776,3, 13297,3, , 8.48, 8.49, 8,51, 8,53, , 5320,9, 5649,5, 6228,8, 6825,0, , 4884,8, 5569,0, 6575,2, 7707,9, , 76,6, 87,7, 103,6, 121,4, , 28,23, 27,54, 26,29, , 17,50, , 94789,4, 99784,0, 109026,6, , 14108,5, 14654,6, 15746,9, , 10892,7, 10892,8, 10692,9, , 8.48, 8,50, 8,55, , 4020,0, 4076.4, 4174,0, , 3357.7, 3623.0, 4147,1, , 52,9, 57,1, 65,3, , 28,37, 27,81, 26,78, , 15,00, , 85758,4, 89701.3, 97147,3, , 9034,5, 9294,9, 9815,7, , 7047,3, 7047,4, 7047,5, , 7,08, 7,06, 7,07, , 3668,9, 3714,3, 3798,3, , 3022,4, 3225,6, 3627,2, , 47,6, 50,8, 57,1, , 27,54, 26.97, 25,93, , 12,50, , 82476,9, 86189,0, 93179,0, , 8488,7, 6749,1, 7269,9, , 4501.6, 4501.6, 4501.8, , 6,10, 6,13, 6,20, , 3411.7, 3455,2, 3532,3, , 2995,3, 3196,3, 3593.4, , 47,2, 50,3, 56,6, , em, , em, , em', , 32,04, 31.50, 31,26, 31.01, , 20,00, , 196231,3, 217525,8, 250843,9, 288010,6, , 27015,4, 28926,9, 31930,6, 35207,4, , 30,61, 29,99, 29,60, 29,22, , 17,50, , 185333,2, 204516.4, 234261.8, 267256.6, , 31,59, 30,96, 29,81, , 20,00, , . 30,65, 30,01, 28,88, , Maximum, Allowable, She",, , Maximum, AllOwable, Moment, , 'w, , I"", , Radius of, Gyration, , kg ,, , 10", , 54,6, , 48,2, , (Continued)

Page 47 :
42, , STEEL TABELS, , ,..., , y, , -~.'"'', , TABLE 12, , ~t-·, , l!.-, , SINGLE JOIST WITH CHANNEL AND, PLATES ON THE FLANGES (GIRDERS), , .•.., , -.J, y, , Joist, , /Designa~, , CO~Of, Bottom Flilnge, , Top Flange, , J, , ti<>n, , Channel, , Plate, , Kg, , 72.4, 710.2, , i Width, , ness, , ~T~ick.i, ness, , Kg, , rr, , ISMB 450, , ~ional, , Metre, , ""'a, a, , I, , rNl, , rr, , mm, , Centre, of, Gravity, , Mean Thickness, 01 Flanges, , r---l'---,, , Cxx, , Top, , Bottom, , em', , em, , mm, , mm, , Plate, , ~ 'Width: ThjJ., 95.2, 933.9, , weight per, , t\, , tion, , ISWB 500, , (Contd.), , mm, , mm, , mm, , ~, N, kg, , ISMC 400, , 49.4 320 x 10.0, 484.6, 12.0, 16.0, 20.0, , 320 x 20.0, 25.0, 32.0, 40.0, , 219.9, 237.5, 265.1, 295.3, , 2157.2, 2329.9, 2800.6, 2896.9, , 280.15, 202.55, 337.75, 376.15, , 24.40, 25.63, 26.95, 28.37, , 25.8, 27.4, 30.6, 33.8, , 31.5, 36.5, 43.5, 51.5, , ISMC 350, , 42.1 250 x 10.0 320 x 20.0, 413.0, 12.0, 25.0, 16.0, 32.0, 20.0, 40.0, , 207.1, 223.6, 249.1, 217.0, , 2031.7, 2193.5, 2443.7, 2717.4, , 263.88, 284.88, 317.28, 352.88, , 25.74, 27.06, 28.52, 30.06, , 25.7, 27.2, 30.0, 32.9, , 31.5, 36.5, 43.5, 51.5, , ISMC 400, , 49.4, 484.6, , 320 x 10.0, , 169.7, 174.7, 184.7, , 1664.8, 1713.8, 1811.9, , 216.15, 222.55, 235.35, , 22.81, 23.65, 25.21, , 17.8, , 12.0, 16.0, , 21.5, 23.5, 27.5, , ISMC 350, , 42.1, 413.0, , 320< 10.0, 12.0, 16.0, , 162.4, 167.4, 177.5, , 1593.1, 1842.2, 1741.3, , 206.88, 213.28, 226.08, , 23.69, 24.54, 26.11, , 21.5, 18.6, 27.5, , 21.5, 23.5, 27.5, , ISMC 300, , 35.8, 351.2, , 250 < 10.0, 12.0, 16.0, , 127.9, 131.8, 139.7, , 1254.7, 1293.0, 1370.5, , 162.91, 167.91, 117.91, , 20.93, 21.71, 23.14, , 16.3, , 20.4, 22.4, 28.4, , ISMC 250, , 30.4, 296.2, , 250 x 10.0, 12.0, 16.0, , 122.4, 128.3, 134.2, , 1200.7, 1239.0, 1316.5, , 155.94, 180.94, 170.94, , 21.71, 22.49, 23.93, , 17.5, , 20.4, 22.4, 26.•, , ISMC 225, , 25.9, 254.1, , 200 x 10,0, , 114.0, 117.2, 123.5, , 1118.3, 1149.7, 1211.5, , 145.28, 149.28, 157.28, , 21.57, 22.25, 23.51, , 18.0, , 23.0, 25.0, 28.0, , 12.0, 16.0, , (Continued)

Page 48 :
SINGLE JOIST CHANNEL AND PLATES ON TIlE FLANGES, y, , ..... .,, , 43, , TABLE 12, , -f, , -t-·, , (Conld), , c.., , It---, , SINGLE JOIST WITH CHANNEL AND, PLATES ON THE FLANGES (GIRDERS), , cO., , =.J, Extreme Fibre, , y, , Gross Moments of, , In~rtia, , Radius of, , Distance, , Moduli of section, , Gyration, , ~, , I, , ~,, , 1\, I", j Whole, , "Top Range, , Section, , Only, , em', , f", , z.o., , ~, , Maximum, Allowable, Moment, M, , em, , em3, , em3, , kg.m x 103, , 19307.2, 19853.4, 20945.7, 22038.1, , 9.68, 9.65, 9.61, 9.57, , 8282.3, 6661.7, 73n.l, 8114.6, , 5185.5, 5900.4, 6923.9, 8079.2, , 81.7, 92.9, 109.1, 127.2, , 19759.2, 21385.0, 23817.3, 26522.6, , 12803.9, 13064.4, 13585.3, 14106.2, , 8.65, 8.66, 8.66, 8.67, , 5587.0, 5911.3, 6485.6, 7077.7, , 5124.9, 5826.3, 6827.6, 7954.5, , 80.7, 91.8, 107.5, 125.3, , 106172.6, 111454.1, 121382.3, , 20801.3, 21347.4, 22439.7, , 16576.5, 16576.5, 16576.6, , 9.81, 9.79, 9.76, , 4654.5, 4712.8, 4815.0, , 3654.9, 3922.9, 4452.9, , 57.6, 61.8, 70.1, , 17.50, , 101911.5, 106854.4, 116100.2, , 15726.5, 18272.6, 17364.9, , 11501.7, 11501.8, 11501.9, , 8.72, 8.73, 8.76, , 4301.4, 4354.4, 4447.3, , 3624.5, 3889.8, 4413.8, , 57.1, 61.3, 69.5, , 25.83, 25.25, 24.22, , 15.00, , 62983.5, 88244.2, 72359.1, , 8498.7, 8759.1, 9279.9, , 8779.4, 6779.5, 6779.6, , 7.22, 7.22, 7.22, , 3008.6, 3051.8, 3127.4, , 2438.8, 2623.1, 2987.2, , 38.4, 41.3, 47.0, , 25.00, 24.42, 23.38, , 12.50, , 60394.7, 63446.4, 69152.5, , 5952.9, 8213.3, 6734.1, , 4233.7, 4233.8, 4233.8, , 6.18, 6.21, 8.28, , 2781.6, 2820.9, 2889.5, , 2416.0, 2598.3, 2958.0, , 38.1, 40.9, 46.6, , 25.07, 24.59, 23.73, , 11.25, , 55138.5, 57604.5, 62272.6, , 4195.3', 4328.6, 4595.3, , 3111.5, 3111.5, 3111.6, , 5.37, 5.38, 5.41, , 2556.1, 2589.5, 2649.1, , 2199.5, 2342.2, 2623.8, , 34.6, 36.9, 41.3, , em, , em', , em', , 29.46, 28.93, 28.71, 28.49, , 20.00, , 152781.2, 170717.9, 198797.6, 230194.5, , 28282.6, 28174.1, 31177.8, 34454.6, , 28.07, 27.45, 27.09, 26.75, , 17.50, , 143834.0, 159945.7, 184963.8, 212768.9, , 29.05, 28.41, 27.25, , 20.00, , 28.12, 27.47, 26.30, , em, , Maximum, Allowable, Shear, S, , kg x 10", , 46.8, , 40.0, , (Continued)

Page 49 :
44, , STEEL TABELS, , TABLE 12, , ., , '-I-', , 1\---, , (Contd.), , SINGLE JOIST WITH CHANNEL AND, PLATES ON THE FLANGES (GIRDERS), , •••, , y, , =J, , Composed of, , .10.., , Top Flange, , ~, lion, W, kg, , ISWB 450, , ISMC 400, , ISWB400, , Weight per, Metr., , A, , Bottom Flange: I, , CNl, , A, , I, , Channel, , I, , Desig~_, , ...., , Plate, , I, , PIete, , -., , Sectional, , cenm., of, Gravity, CXIl., , a, , Mean Thickness, of Aa!lges, , 'TOP'Bo-', , ~ Thick. l ,---A--,, , ·w'Width :Thick. . 11 Width, ness, , kg, , mm, , mm, , ness, , mm, , mm, , 1b:4 ISMC 350 42,1 250 x 10,0 320 x 20,0, 12,0, 776.9, 413.0, 25.0, 16.0, .32.0, 20.0, 40.0, , kg, , N, , ..., , mm, , mm, , 191.4, 207.9, 233.3, 261.3, , 1877,6, 2039.5, 2286,7, 2563.4, , 243,81, 264.81, 297.21, 332:81, , 23.31, 24.60, 26.02, 27.51, , 24.0, 25.5, 28.3, 31.2, , 29.6, 34.6, 41.6, 49.6, , ...2, , ISMC 350 42.1, 413.0, , 320 x 10.0, 12.0, 18.0, , 146.8, 151.7, 161.7, , 1438.1, 1486;2, 1586.3, , 186.61, 193.21, 206.Q1, , 21.26, 22.10, 23.66, , 16.9, , 19.6, 21.6, 25.6, , ISMC 3QO. 35.8, 351.2, , 250 x 10,0, 12.0, 16.0, , 134.9, 138.6, 146.6, , 1323.4, 1361.6, 1438,1, , 171.79, 176.79, 166.79, , 21.05, 21.76, 23.14, , 17.9, , 22.3, 24.3, 28.3, , 61.6 ISMC 3QO 35.8, 604.3, 351.2, , 250 x 10,0, 12.0, 18.0, , 117.0, 121.0, 128.8, , 1447.8, 1187.0, 1263.5, , 149.10, 154.10, 164.10, , 18.56, 19.32, 20.71, , 15.1, , 19.0, 21.0, 25.0, , ISMC 250 30.4, 298.2, , 250 x 10.0, 12.0, 16.0, , 111.6, 115.5, 123.3, , 1094.8, 1133.1, 1209.6, , 142.13, 147.13, 157.13, , 19.31, 20.07, 21.47, , 16.1, , 19.0, 21.0, 25.0, , ISMC 225 25.9, 254,1, , 200 x 10,0, 12.0, 16.0, , 103.2, 106.3, 112.6, , 1012.4, 1042.8, 1104,6, , 131.47, 135.47, 143.47, , 19.15, 19.82, 21.06, , 16.4, , 21.2, 23.2, 27.2, , ISMC 200 22.1, 216.8, , 200 x 10.0, 12.0', 16.0, , 99.4, 102.6, 108.9, , 975.1, 1006.5, 1068.3, , 126.67, 130.67, 138.67, , 19.74, 20.41, 21.66, , 17.3, , 21.2, 23.2, 27.2, , ISMC 350 42.1 250 x 10.0 320 x 20.0, 12.0, 25.0, 413.0, 18.0, 32.0, 40.0, 20.0, , 178.7, 195.2, 220.6, 248.6, , 1753.0, 1914.9, 2164.1, 2438.8, , 227.67, 248.87, 281.07, 318.67, , 20.90, 22.14, 23.51, 24.94, , 22.7, 24.1, 27.0, 29.8, , 28.1, 33.1, 40.1, 48.1, , ISMC350 42.1, 413.0, , 320 x 10.0, 12.0, 18.0, , 134.0, 139.0, 149.0, , 1314.5, 1363.8, 1481.7, , 170.67, 177.07, 189.87, , 18.88, 19.71, 21.23, , 15.5, , 18.1, 20.1, 24.1, , ISMC 300 35.8, 351.2, , 250 x 10.0, 12.0, 16.0, , 122.2, 128.1, 134.0, , 1198.8, 1237.0, 1314.5, , 155.65, 180.85, 170.65, , 18.98, 19.38, 20.71, , 16.3, , 20.4, 22.4, 28.4, , 66.7, 654.3, , {ConUnuedj, , •

Page 50 :
.45, , SINGLE. JOIST CHANNEL AND PLATFS ON TIlE FLANGES, y, , ~····i, , -., , TABLE 12, , (eonld.), , <••, , ~l-a, , 11-, , SINGLE JOIST WITH CHANNEL AND, PLATES ON THE FLANGES (GIRDERS), , cO,, , l,, , I, , =.J, Extreme Fibre, , y, , Gross Moments of Inertia, , ~, , Ix., , 1\, , em, , I, , Moduli of Section, , Maximum, Allowable, ~ent, , ~, , I, , Sedio., , Top Flonge, Only, , em', , Whole, , \, , Radiu&oI, Gyration, , Diotanc:es, , em, , em', , em', , 25.50, 24.91, 24.59, 24.30, , 17.50, , 109500.7, 122801.8, 143501.0, 168588.3, , 18478.1, 20103.9, 22536.2, 25241.5, , 25.55, 24.91, 23.75, , 17.50, , 75002.0, 79074.8, 85841.2, , 25.71, 25.18, 24.22, , 15.00, , 23.20, '22.64, 21.65, , Shea<, , Z"", , 'yy, , rz:--"-:t,, , I, , Maximum, Allowable, , S, , M, , 101, , om, , em', , em', , 12163.4, 12423.9, 12944.8, 13485.7, , 8.71, 8.71, 8.71, 8.71, , 4888.2, 4992.8, 5514.9, 8053.8, , 4293.8, 4829.0, 5835.9, 8858.0, , 87.8, 77.6, 91.9, 108.0, , 14445.4, 14991.5, 18063.8, , 10861.2, 10861.3, 10581.4, , 8.79, 8.81, 8.84, , 3529.7, 3577.3, 3681.2, , 2934.9, 3175.0, 3648.8, , 48.2, 50.0, 57.5, , 67695.9, 70931.4, 77025.0, , 9371.4, 9631.8, 10152.6, , 7215.8, 7215.9, 7215.9, , 7.39, 7.38, 7.37, , 3215.3, 3258.1, 3328.3, , 2933.5, 2917.5, 3180.8, , 41.5, 44.4, 50.1, , 15.00, , 48011.0, 48836,3,, 53534.8, , 8058;8, 6347.2, 8888.0, , 6573.5, 6573.6, 6573.6, , 7.36, 7.36, 7.35, , 2478.4, 2517.3, 2584,7, , 1983.7, 2148.3, 2473,0, , 31.2, 33.8, 39.0, , 22.40, 21.84, 20,84', , 12.50, , 44012.4, 46458.3, 51008.2, , 5541.0, 5801.4, 6322.2, , 4027,8, 4027.8 ', 4027.9, , 6.24, 6.28, 6.34, , 2279.8, 2314.8, 2375,2, , 1984.6, 2127.4, 2448.0, , 30.9, 33.5, 38.6, , 22.49, 22,02, 21,18, , 11.25, , 39964.9, 41845;3, 25574,7, , 3793.4, 3918.7, 4183.4, , 2905.6, 2905.8, 2905.7, , 5,36, 5.38, 5.40, , 2081.3, 2111.2, 2164,1, , 1772,9, 1900.4, 2151.7, , 27.9, 29.9, 33.9, , 21.87, 21.40, 20.55, , 10.00, , 38502.0, 40373.6, 43690,0, , 2908.1, 3041.4, 3308.1, , 2030.3, 2030.3, 2030.4, , 4.79, 4.82, 4.99, , 1950.4, 1977.9, 2029.4, , 176o.s, 1886.8, 2135.6, , 27.7, 29.7, 33.6, , 22.91, 22.37, 22.10, 21.87, , 17.50, , 82554.2, 93305.3, 110096.2, 128992.1, , 18158.4, 19785.2, 22217,5, 24922.8, , 12004.0, 12294,5, 12785.4, 13308.3, , 8.93, 8.92, 8.89, 8.87, , 3950.5, 4214.7, 4883.8, 5188.7, , 3802,9, 4170.7, 4981.0, 5891.8, , 56.7, 85.7, 78,5, 92.8, , 22.93, 22.30, 21.18, , 17.50, , 54778.9, 58051,2, 84094.3, , 14125.7, 14872.8, 15785.1, , 10701.9, 10701.9, 10702.0, , 9.10, 9.10, 9.11, , 2901.7, 2945.2, 3019.4, , 2388,8, 2903.3, 3025.8, , 37.6, 41.0, 47.7, , 23.10, 22.58, 21.65, , 15.00, , 49009.6, 51617,6, 58503.2, , 9052.7, 9313.1, 9933.9, , 7056,5, 7056.5, 7056,6, , 7.63, 7.61, 7,59, , 2629.8, 2683.5, 2727.7, , 2121.4, 2285.9, 261Q.4, , 33.4, 36.0, 41.1, , Icg.m, , Il, , kg,, , ,0", , 39.1, , 33.6, , 32.5, , (Continued)

Page 51 :
46, , STEEL TABELS, , TABLE 12, , -I--, , (Con/d.), , e.., , 11--, , SINGLE JOIST WITH CHANNEL AND, PLATES ON THE FLANGES (GIRDERS), , t ••, , =.-1, y, , Composed, , A, , J_, , ", Designs·, , or, , Top Flange, , w, , I I, , Channel, , ", , Bottom Flange, , ISWB350, , 56.9, 558.2, , ness, , ness, , Gravity, a, , r-A..--,, , C'", , j Top, , ~nom, , kg, , N, , em", , mm, , mm, , 1057.5, 1095.8, 1173.3, , 137.35, 142.35, 152.35, , 18.25, 16.98, 18.30, , 14.2, , 18.0, 20.0, 24.0, , ISMC 250 30.4, 298.2, , 250 x 10.0, 12.0, 16.0, , 102.3, 106.3, 114.1, , 1003.6, 1042.8, 1119.3, , 130.38, 135.38, 145.38, , 16.94, 17.68, 19.01, , 15.0, , 18.0, 20.0, 24.0, , ISMC 225 25.9, 254.1, , 200 x 10.0, , 94.0, 97.1, 103.4, , 922.1, 952.6, 1014.4, , 119.72, 123.72, 131.72, , 16.78, 17.42, 18.62, , 15.2, , 12.0, 16.0, , .19.9, 21.9, 25.9, , ISMC 200 22.1, 216.8, , 200 x 10.0, 12.0, 16.0, , 90.2, 93.4, 99.6, , 884.9, 916.3, , 17.33, 17.98, 19.18, , 16.0, , 9n.l, , 114.92, 118.92, 126.92, , 19.9, 21.9, 25.9, , 250 10.0 320 x 20.0, 12.0, 25.0, 16.0, 32.0, 20.0, 40.0, , 168.9, 185.4, 210.8, 238.8, , 1656.9, 1818.8, 2087.9, 2342.8, , 215.16, 236.18, 268.56, 304.16, , 18.51, 19.68, 20.98, 22.32, , 21.8, 23.2, 26.0, 28.9, , 27.1, 32.1, 39.1, 47.1, , ISMC 350 42.1, 413.0, , mm, , Mean Thickness, of Ftanges, , 107.8, 111.7, 119.6, , ISMC 300, , mm mm, , or, , 250 x 10.0, 12.0, 16.0, , kgIN, , mm, , I, , Centre, , 35.8, 351.2, , kgIN, , 52.4, 514.0, , Metre, , Plate, , PIala, , lion, , ISMB 350, , I, , sectional, AIea, , CNJ, , 'DesIgn;'· wl~ Width x~icI<, , lion, , Weight, per, , em, , ISMC 350, , 42.1, 413.0, , 320 x 10.0, 12.0, 16.0, , 124.2, 129.2, 139.2, , 1218.4, 1267.4, 1365.6, , 158.16, 164.56, 177.36, , 16.57, 17.36, 18.79, , 14.8, , 17.1, 19.1, 23.1, , ISMC 300, , 35.8, 351.2, , 250 x 10.0, 12.0, 16.0, , 112.4, 116.3, 124.1, , 1102.6, 1140.9, 1217.4, , 143.14, 148.14, 158.14, , 16.33, 17.07, 18.30, , 15.2, , 19.1, 21.1, 25.1, , I

Page 52 :
--, , _._ ....., , _~-.~', , ..., , _~,~"., , SINGLE JOIST CHANNEL AND PLATES ON THE !,LANGI'S, y, ht" ..,, , -., , 47, , TABLE 12, , -I--, , (Contd.), , c••, , 11--, , SINGLE JOIST WITH CHANNEL AND, PLATES ON THE FLANGES (GIRDERS), , <••, , _,J, Extreme Fibre Y, Distance, , ~, , em, , em, , Gross Moments of Inertia, , Radius 01, Gyration, , Moduli 01 Section, , '", , Z", , 1\, I", , em', , f\, , '", , Whole, section, , Top Flange, Only, , em', , em', , I, , Maximum, Allowable, Moment, , Maximum, Allowable, , M, , S, , ~, , em, , em', , em', , kg-m, , II, , 103, , 20.51, 19.96, 19.06, , 15.00, , 33028.1, 35076.8, 36683.2, , 8202.4, 8462.8, 8983.6, , 6831.4, 6631.4, 6631.5, , 7.73, 7.71, 7.68, , 2032.1, 2066.2, 2124.6, , 1610.6, 1755.3, 2040.2, , 25.4, 27.6, 32.1, , 19.77, 19.23, 18.30, , 12.50, , 31530.5, 33431.2, 36948.2, , 555M, 5917.0, 6437.8, , 4085.6, 4065.6, 4085.7, , 6.59, 6.61, 6.65, , 1861.0, 1891.3, 1943.3, , 1585.5, 1738.2, 2019.4, , 25.1, 27.4, 31.8, , 19.88, 19.42, 18.62, , 11.25, , 28380.0, 29902.1, 32793.3, , 3899.0, 4032.3, 4299.0, , 2983.4, 2983.4, 2983.5, , 5.71, 5.71, 5.71, , 1690.2, 1716.1, 1761.5, , 1428.0, 1540.1, 1780.8, , 22.5, 24.3, 27.7, , 19.28, 18.83, 18.03, , 10.00, , 27350.1, 28802.0, 31518.1, , 3023.7, 3157.0, 3423.7, , 2088.1, 2088.1, 2088.2, , 5.13, 5.15, 5.19, , 1578.2, 1601.7, 1843.1, , 1418.6, 1529.7, 1748.1, , 22.3, 24.1, 27.5, , 20.30, 19.83, 19.63, 19.49, , 17.50, , 81114.9, 69579.5, 82872.0, 97828.0, , 17947.3, 19573.1, 22005.4, 24710.7, , 11898.0, 12158.5, 12879.3, 13200.2, , 9.13, 9.10, 9.05, 9,01, , 3301.0, 8534.9, 3950.7, 4382.5, , 3011.2, 3509.5, 4220.9, 5020.0, , 47.4, 55.3, 66.5, 79.1, , 20.24, 19.65, 18.62, , 17.50, , 39357.4, 41902.9, 48583.1, , 13914.6, 14480.7, 15553.0, , 10595.9, 10595.9, 10596.0, , 9.38, 9.37, 9.36, , 2375.6, 2413.9, 2479.0, , 1944.3, 2132.3, 2502.0, , 30.6, 33.6, 39.4, , 2043, 19.93, 19.06, , 15.00, , 34941.9, 3a.Qn.4, 40774.6, , 8840.6, 9101.0, 9621.8, , 6950.5, 6950.5, 8950.6, , 7.86, 7.84, 7.80, , 2139.2, 2171.7, 2228.1, , 1710.7, 1855.1, 2139.3, , 28.9, 29.2, 33.7, , She",, , kg x 103, , 26.8, , 25.5, , NOTE: (1) The properties given in this Table are based on the gross area of the section., (2) The mean thickness of flanges Is computed according to Note 2 in Table Ii of IS : 800-1956., (3) The maximum allowable moment is computed on the basis of allowable stress specified in, 9.2.1. of IS 800-1956 and gross modulus of section (Ztl given In this Table., (4) The maximum allowable shear Is computed on the basis of the ellowable shear stress, specnled in 9.3.2 and the effective sectional area deffned In 20.6.2.2. of IS : 800-1956.

Page 53 :
48, , SlEEL TABLES, , v, x--, , TABLE 13, , SINGLE JOIST WITH ADDITIONAL, PLATES ON BOTH FLANGES (COLUMNS), , ----l(, , y, , Ccmpsed 0/, , A, , One Steel Joist, A, , I, , Each Flange to Form, A, IWidth, , r--/I, .kg, , ISHB 150, , 27.1, , Weight, per, Metre, , Sectional, Area, , fN), , a, , Thick."", , wi, , IDeSlgnation, , PIaIes, , N, , 265.8, , mm, , mm, , 250, , 12.0, 16.0, 20.0, 25.0, a2.0, 40.0, , ~, 74.2, 727.8, , Moduli of Sectiog, A, , Zxx., , Radii qf OVration, , 2w l lrXx~"'wl, , em2, , em 3, , cm 3', , em, , em, , 89,8, 105.6, 125.2, 152.7, 164.1, , 881.8, 1=.9, 1228.2, 1496.0, 1806.0, , 84.48, 114.48, la4.48, 158.48, 194.48, 2a4.48, , 620.6, 767.5, 817.a, 1109.1, la87.1, 1719.a, , 264.5, a67.9, 451.2, 555.4, 701.2, 867.8, , 7.56, 7.81, 8.05, 8.a4, 8.74, 9.18, , .6,14, 6.a4, 6.48, 6.60, 6.71, 6,80, , ISHBI50, , an.6, , anO.2, , 250, , 12.0, 16.0, 20.0, 25.0, a2.0, 40.0, , 77.7, 8M, 109.1, 128.7, 156.2, 187.8, , 762.2, 88.88, 816.a 118.88, 1070.3 laM8, 1262.5 16a.88, 15a2.a ' 198.88, 1840.4 12a8.98, , 6an.a, 776,7, 826.1, 1117.5, la96.0, 1726.7, , 296.8, a70.2, 45a.5, 557.7, 7oa.5, 870.2, , 7.44, 7,71, 7.86,, 8.26, 8:66, 8,12, , 6.02, 6.24, 6.a8, 6.52., 6.65, 6.75, , ISHB 150, , a4.6, , aa8.4, , 250, , 12.0, 16.0, 20.0, 25.0, a2.0, 40.0, , 81.7, 87.4, l1a.l, la2.7, 160.2, 191.6, , 801.5, 955.5, 11'09.5, laOl.8, 1571.6, 1879.6, , 104.08, 124.08, 144.08, 169.08, 204.08, 240.08, , 641.a, 787.2, 8as.2, 1127.1, 140a.8, 17aG,O, , 289..6, a72.9, 456.a, 560.4, 706.a, 872.9, , 7.a2, 7.60, 7.86, 8.16, 8.58, 9.04, , 5.90, 6;la, 8.29, 6.44, 6.58, 8.69, , ISHB 200, , a7.a, , as5.9, , 250, , 12.0, 16.0, 20.0, 25.0, a2.0, 40.0, , 64'.4, 100.1, 115.8, laG.4, 162.9, 184.a, , 828.0, 862.0, 11as,O, la26,a, 1596.0, 1806.1, , 107.54, 127.54, 147.54, 172.54, 207.54, 247,54, , 924.8, 1117.0, lal'.8, 1559.5, 1914.7, 2aaa.8, , a27.4, 410.7, 484,0, 596.2, 744.0, 810.7, , 9.81, 10.08, 10.aa, 10.6a, 11.04, 11.48, , t, , ISHB 200, , 40.0, , aB2.4, , 250, , 1'2.0, 16.0, 20,0, 25.0, a2.0, 40.0, , 67.1, 102.6, 118.5, laB. 1, 165.6, 187.0, , 654.4, 1006.5, 1162.5, la54.8, 1624.5, 18a2.6, , 110.94, laO.94, 150.94, 175.94, 210,94, 250,84, , 004.8, 1126.7, la21.a, 1566.6, 182a.a, 2a42.0, , a28.6, 412.8, 496.2, 600.4, 746.2, 812.8, , 8.72, 8.88, 10.25, 10.56, 10.87, 1'.4a, , 6,09, 6,26, 6,41, 6,5a, 6,65, 6,74, , 17, a4, 6.47, 6.58, 6.68, 6.78, , {Continuad), , NOTE : Properties given in this Table are based on the groSs area of the section.

Page 54 :
49, , SINGLE JOIST WITH AVnITlONAL PLATES ON BOTH FLANGES, , TABLE 13, , SINGLE JOIST WITH ADDITIONAL, PLATES ON BOTH FLANGES (COLUMNS), , ---It, , lC---, , Colnposed 01, , y, , /\, One Steel Joist, , Plates, Each Flange to Form, , A, , A, , lWidth, , Thicl<nessl, , r-"'----J, kg, N, , mm, , mm, , ISHB 225, , 431.1, , 422.8, , 320, , ISHB 225, , 43.1, , 422.8, , 320, , ISHB 225, , 46,8, , 459.1, , ISHB 250, , 51.0, , ISHB 250, , ISHB 250, , I Designation, , w, , (eonld), , Weight, , Sectional, , Modun of section, , per, Metre, , AI.., , A, , f!N), , •, , I Z»tX, , ~, , Zw, , kg, , N, , em', , em', , em 3, , 12.0, 18.0, 20.0, 25.0, 32.0, 40.0, , 103,4, 123.5, 143.6, 168.1, 203.9, 244.1, , 1014.', 1211.5, 1406,7, 1649.1, 2000.3, 2394.6, , 131.74, 157.34, 162.94, 214.94, 259.74, 310,94, , 1291.0, 1589.7, 1651.3, 2206.2, 2717.7, 3315.7, , 320, , 12.0, 16.0, 20.0, 25.0, 32.0, 40.0, , 107.1, 127.2, 147.3, 172.4, 207.6, 247.8, , 1050.7, 1247.8, 1445.0, 1691.2, 2036.6, 2430.9, , 136.46, 162.06, 187,66, 219.66, 264,46, 315.66, , 500.3, , 320, , 12.0, 16.0, 20.0, 25.0, 32.0, 40.0, , 111.3, 131.4, 151.5, 176.6, 211.8, 252.8, , 54.7, , 536.6, , 320, , 12,0, - 16.0, 20.0, 25.0, 32.0, 40,0, , 51.0, , 500.3, , 400, , 12.0, 16.0, 20.0, 25.0, -32.0, 40.0, , Radti 01 Gyration, , I, , r;;-'"'~, , em, , em, , 494.2, ' 630.7, 767.3, 937.9, 1178.9, 1449.9, , 11.05, 11.32, 11.56, 11.69, 12,30, 12.75, , 7.75, 8.01, 6.14, 8.36, 8.51, 8.64, , 1307,0, 1585.2, 1868.4, 2222.7, 2731.5, 3326.8, , 496.9, 633.4, 770.0, 940.6, 1179.6, 1452.6, , 10.92, 11,21, 11.48, 11.80, 12.22, 12.68, , 7.63, 7.91, 8.10, 8.28, 8.45, 8.58, , 1091.9, 1269.0, 1486.2, 1732.4, 2077.8, 2480.0, , 141.76 1527.4, 167.36 1834.9, 192,96 2145.3, 224.96 2539.0, 269.76 - 3097.3, 320,96 3751.6, , _532.2, 668,7, 806.2, 975.9, 1214.8, 1487.9, , 12.15, 12.43, 12.70, 13.01, 13.43, 13.89, , 7.75, 8.00, 8.17, 8.39, 8.49, 8.61, , 115.0, 135.1, 155.2, 180.3, 215,5, 255.7, , 1128.2, 1325.3, 1522.5, 1768.7, 211 •.1, 2506.4, , 146.51, 172.11, 197.71, 229.71, 274.51, 325.71, , 1545.5, 1852.4, 2162.4, 2554.5, 3113.1, 3768.6, , 535.3, 671,9, 806.4, 979.1, 1218.0, 1491.1, , 12.02, 12.32, 12.59, 12.92, 13.34, 13.81, , 7.85, 7.90, 8.09, 8.26, 8.43, 8.56, , 126.4, 151.5, 176.6, 206.0, 252.0, 302.2, , 1240.0, 1486.2, 1732.4, 2040,5, 2472.1, 2964·6, , 160.96, 192.96, 224.96, 264.96, 320.96, 364.96, , 738.1, 1768.1, 2156.4, 951.4, 2548.3 1164.4, 3043.5 1431;4, 3746.4 ' 1804.7, 4572.3 2231.0, , -12.27, 12.55, 12.82, 13.13, 13.54, 14.00, , 9.63, 9.93, 10.18, 10.39, 10.60, 10.77, , lCoIt,tinued), , NOTE : Properties given in this Table are based on the gross area althe section.

Page 55 :
50, , STEEL TABLES, , v, x--, , TABLE 13, , SINGLE JOIST WITH ADDITIONAL, PLATES ON BOTH FLANGES (COLUMNS), , --It, , y, , (Contd.), , Composed of, , A, Plates, , Steel Joist, , Weight, per, Metre, , Sectional, , (N), , a, , Moduli of Sectional R&dU of Gyration, , AJea, , I~, , 1\, , Z"", , Zyy, , 'iot, , fry, , em, , em, , 1\, , 1\, , I Designation, , w, , ~, kg, , N, , JWidth, , Thickness I, , mm, , mm, , ~, , em 2, , em 3, , cm 3, , ISHB 250, , 54.7, , 536.6, , 400, , 12.0, 16.0, 20.0, 25.0, 32.0, 40.0, , 130.1, 155.2, 160.3, 211.7, 255.7, 305.9, , 1276.3, 1522.5, 1766.7, 2076.8, 2508.4, 3000.9, , 165.71, 1766.1, 197.71 2174.0, 229;71 , 2565.3, 269.71 3060.0, 325.71 3764.2, 389.71 "4567.3, , 740.6' 12.15, 953.9 12.45, 1167.3 12.73, 1433.9 13.05, 1807.3 13.47, 2233.9 13.94, , 9.45, 9.62, 10.08, 10.31, 10.53, 10.71, , ISHB 300, , 56.8, , 576.8, , 320, , 12.0, 16.0, 20.0, 25.0, 32.0, 40.0, , 119.0, 139.1, 159.2, 164.4, 219.5, 259.7, , 1167.4, 1364.6, 1561.8, 1809.0, 2153.3, 2547.7, , 151.65, 177.25, 202.65, 234.85, 279.65, 330.85, , 1928.7, 2297.0, 2666.0, 3135.9, 3799.7, 4572.1, , 546.7, 683.2, 819.8, 990.4, 1229.4, 1302.4, , 14.35, 14.87, 14.95, 15.29, 15.73, 16.20, , 7.59, 7.85, 8.21, 8.39, 8.52, , 8.04, , ISHB 300, , 63.0, , 618.0, , 320, , 12.0, 16.0, 20.0, 25.0, 32.0, 40.0, , 123.3, 143.4, 163.5, 166.6, 223.8, 264.0, , 1209.6, 1406.8, 1603.9, 1850.2, 2195.5, 2589.8, , 157.05, 182.65, 208.25, 240.25, 285.05, 336.25, , 1953.7, 2321.4, 2691.8, 3159.0, 3822.0, 4593.4, , 550·0, 866.6, 823.1, 993.8, 1232.7, 1505.8, , 14.20, 14.53, 14.82, 15.17, 15.62, 16.11, , 7.49, 7.76, 7.95, 8.14, 8.32, 8.46, , ISHB 300, , 58.8, , 576.8, , 400, , 12.0, 18.0, 20.0, 25.0, 32.0, 40.0, , 134.1, 159.2, 164.4, 215.8, 259.7, 310.0, , 1315.5, 1561.8, 1809.0, 2117.0, 2547.7, 3041.1, , 170.8, 202.85, 234.85, 274.85, 330.85, 394.85, , 2217.2, 2662.3, 3150.5, 3740.7, 4577.3, 5550.1, , 749.7, 963.0, 1176.3, 1443.0, 1816.3, 2243.0, , 14.50, 14.82, 15.10, 15.43, 15.87, 16.34, , 9.37, 9.74, 10.01, 10.25, 10.48, 10.66, , ISHB 300, , 63.0, , 618.0, , 400, , 12.0, 16.0, 20.0, 25.0, 32.0, 40.0, , 138.4, 163.5, 166.6, 220.0, 264.0, 314.2, , 1357.7, 1603.9, 1850.2, 2158.2, 2589.8, 3062.3, , 176.25, 208.25, 240.25, 260.25, 336.25, 400.25, , 2242.2, 2706.7, 3174.3, 3763.8, 4599.6, 5571.4, , 752.3, 965.7, 1179.0, 1445.7, 1819.0, 2245.7, , 14.36, 14.69, 14.99, 15.33, 15.78, 16.26, , 9.24, 9.63, 9.91, 10.16, 10.40, 10.59, , (ConUnued), , NOTE : Properties given in this Table are based on the gross area of the section.

Page 56 :
SINGLE JOIST WITH ADDITIONAL PLATES ON B.OTH FLANGES, , y, , TABLE 13, , 51, , (Con/d.), , SINGLE JOIST WITH ADDITIONAL, PLATES ON BOTH FLANGES (COLUMNS), , x---, , .,, , Composed of, , Weight, , "'", , per, , One Steel Joist, , I, , I'1a1es, , Sectional, Ivea, , Mstm, , Wodttl, , wi, , 100000nation, , ,--A---,, , A, , Z"", , Each Flange to Form, A, , Moduli of Section RadU of Gyratkm, , Thickness', , t:Nl, , s, , ~7, , em', , em', , em', , mm, , mm, , ISHB 350, , 67.4, , 661.2, , 320, , 12.0, 16.0, 20.0, 25.0, 32.0, 49·0, , 127.7, 147.8, 167.9, 193.0, 228.2, 268.4, , 1252.7, 1449.9, 1847.1, 1893.3, 2238.6, 2633.0, , 162.71, 188.31, 213.91, 245.91, 290.71, 341.91, , 2370.6, 2799.7, 3231.3, 3774.7, 4543.4, 5434.7, , ISHB 350, , 72.4, , 710.2, , 320, , 12.0, 16.0, 20.0, , 132.7, 152.8, 172.9, , 1301.8, 1499.0, 1696.1, , 169.Q1, 194.61, 220.21, , ISHB 350, , 72.4, , 710.2, , 320, , 25.0, 32.0, 40.0, , 199.0, 233.2, 273.3, , 1942.4, 2287.7, 2661.1, , ISHB 350, , 67.4, , 661.2, , 400, , 12.0, 16.0, 20.0, 25.0, 32.0, 40.0, , 142.8, 167.9, 193.0, 224.4, 268.4, 318.6, , ISHB 350, , 72.4, , 710.2, , 400, , 12.0, 16.0, 20.0, 25.0, 32.0, 40.0, , ISHB 400, , 77.4, , 759.3, , 320, , 12.0, , kg, , N, , Zw, , I~, , A, , ls.o, , 20.0, 25.0, 32.0, 40.0, , em, , em, , 562.8, 699.3, 835.9, 1008.5, 1245.5, 1518.5, , 16.51, 16.85, 17.16, 17.52, 17.99, 18.49, , 7.44, 7.71, 7.91, 8.09, 8.28, 8.43, , 2404.9, 2833.4, 3264.3, , 566.5, 703.0, 839.6, , 16.31, 16.68, 17.00, , 7.32, 7.60, 7.81, , 252.21, 297.01, 348.21, , 3906.8, 4574.4, 5464.6, , 1010.2, 1249.2, 1522.2, , 17.37, 8.01, 17.86 . 8.20, 18.37, 8.36, , 1400.9, 1647.1, 1893.3, 2201.4, 2633.0, 3125.5, , 181.91, 213.91, 245.91, 265.91, 341.91, 405.91, , 2707.0, 3248.8, 3793.5, 4478.8, 5447.8, 8570.5, , 762.6, 975.9, 1189.2, 1455.9, 1829.2, 2255.9, , 16.68, 17.03, 17.34, 17.70, 18.16, 18.66, , 9.16, 9.55, 9.63, 10.09, 10.34, 10.54, , 147.7, 172.9, 198.0, 229.4, 273.3, 323.8, , 1448.9, 1696.1, 1942.4, 2250.4, 2661.1, 3174.5, , 188.21, 220.21, 252.21, 292.21, 348.21, 412.21, , 2741.4, 3282.5, 3826.5, 4511.0, 5478.9, 6600.4, , 765.5, 978.9, 1192.2, 1458.9, 1832.2, 2258.9, , 16.50, 16.87, 17.20, 17.57, 28.05, 18.55, , 9.02, 9.43, 9.72, 9.99, 10.26, 10.47, , 137.7, 157.8, 177.9, 203.0, 238.2, 278.4, , 1350.8, 1548.0, 1745.2, 1991.4, 2338.7, 2731.1, , 175.46, 201.06, 226.66, 258.66, 303.46, 354.66, , 2862.4, 3352.2, 3844.3, 4463.0, 5838.6, 6347.0, , 590.1, 716.7, 853.2, 1023.9, 1262.8, 1535.9, , 18.80, 18.98, 19.32, 19.70, 20.20, 20.72, , 7.27, 7.55, 7.76, 7.96, 8.16, 8.32, , (Continued), , NOTE : Properties given in this Table are based on the gross BreB of the section.

Page 57 :
52, , STEEL TABLES, , TABLE 13, , ...., , c, , SINGLE ~OIST WITH ADDITIONAL, PLATES ON BOTH FLANGES (COLUMNS), , x---, , y, , Composed of, , A, , One Steel JOist, A, , I, , DesignatIOn, , (Conld.), , W, , Plates, Each flange to FOrm, A, , I, , I Width, , Thick·, , Weight per, , SectIonal, , Metre, , Aree, , I, , Moduli of section Aadiiof Gyration, , ~~, , C!NI, , e, , ~, , em', , em', , em', , I, , ne.., , ,.-~, , mm, , mm, , 806.4, , 320, , 12.0, 16.0, 20.0, 25.0, 32.0, 40.0, , 142.4, 182.5, 182.6, 207.8, 242.9, 293.1, , 1396.9, 1594.1, 1791.3, 2038.5, 2382.8, 2777.2, , 181.46, 207.06, 232.66, 264.66, 309.46, 380.66, , 2697.3, 3366.5, 3877.9, 4486.9, 5388.5, 9377.9, , 77.4, , 759.3, , 400, , 12.0, 16.0, 20.0, 25.0, 32.0, 40.0, , 152.8, 177.9, 203.0, 234.4, 278.4, 326.6, , 1499.0, 1746.2, 1991.4, 2299.5, 2731.1, 3223.6, , 194.66, 226.66, 258.66, 298.66, 354.66, 418.66, , 82.2, , 806.4, , 400, , 12.0, 18.0, 20.0, 25.0, 32.0, 40.0, , .)157.5, '82.6, 207.8, 239.2, 263.1, 333.4, , 1545.1, 1791.3, 2038.5, 2348.8, 2777.2, 3270.7, , kg, , ISHB 400, , 82.2, , ~OO, , ISHB 400, , ISHB, , N, , 0, , em, , em, , 583.5, 720.1, 858.8, 1027.3, 1266.2, 1539.3, , 18.40, 18.80, 19.15, 19.55, 20.06, 20.80, , 7.17, 7.46, 7.68, 7.88, 8.09, 8.26, , 3246.9, 3865.2, 4486.2, 5286.7, 6388.2, 7641.3, , 776.4, 999.7, 1203.1, 1489.7, 1843.1, 2289.7, , 18.80, 19.19, 19.53, 19.92, 20.41, 20.93, , 8.93, 9.35, 9.64, 9.92, 10.19, 10.41, , 200.66, 232.66, 264.66, 304.86, 360.66, 424.66, , 3281.8, 3899.5, 4519.9, 5299.6, 6400.1, 7672.1, , 779.2, 992.5, 1205.8, 1472.5, 1845.8, 2272.5, , 18.62, 19.03, 19.38, 19.78, 20.29, 20.82, , 8.81, 9.24, 9.55, 9.83, 10.12, 10.35, , ISHB 450, , 87.2, , 855.4, , 320, , 12.0, 16.0, 20.0, 25.0, 32.0, 40.0, , 147.5, 187.6, 187.7, 212.8, 248.0, 286.2, , 1447.0, 1644.2, 1841.3, 2087.6, 2432.9, 2827.2, , 187.94, 213.54, 239.14, 271.14, 315.94, 367.14, , 3384.0, 3934.6, 4487.4, 5181.8, 6160.9, 7291.2, , 596.2, 732.7, 889.2, 1039.9, 1278.8, 1551.9, , 20.66, 21.07, 21.44, 21.86, 22.39, 22.94, , 7.12, 7.41, 7.63, 7.83, 8.05, 8.22, , ISHB 450, , 92.5, , 907.4, , 320, , 12.0, 16.0, 20.0, 25.0, 32.0 ., 40..0, , 152.8, 172.9, 193.0, 218.1, 253.3, 293,5, , 1499.0, 1696.1, 1893.3, 2139.8, 2484.9, 2679.2, , 194;69, 220.29, 245.89, 277.89, 322.89, 373.89, , 3432.1, 3981.9, 4533.9, 6227.3, 8205.2, 7334.2, , 599.9, 736.4, 873.0, 1043.6, 1282.6, 1585.6, , 20.44, 20.87, 21.25, 21.69, 22,23, 22.80, , 7.02, 7.31, 7.54, 7.75, 7.97, 8.16, , (ConUnued), , NOTE : Properties given in this Thble life baSed on the gross area of l/;1e section.

Page 58 :
SINGLE JOIST WITH ADDITIONAL PLATES ON BOTH FLANGES, , v, , TABLE 13, , V, , (Contd.), , SINGLE JOIST WITH ADDITIONAL, PLATES ON BOTH FLANGES (COLUMNS), , --~, , 11__-"", , 53, , Compo.ed of, , Weight per, , Sectional, Nea, , Thickness l, , CNl, , e, , mm·, , mm, , ~, , em', , em', , em', , one Steel JQist, , Plates, , Each FlarIge to Form, 1\, r, , Designation-, , iWidth, , W, , r-"'''---,, kg, N, , Moduli of SectIon Radii of Gyration, , Me'", , --1\, 1\, , ~ ~, , em, , em, , (SHB 450, , 87.2 ., , 855.4, , 400, , 12.0, 16.0, 20.0, 25.0, 32.0, 40.0, , 162.6, 187.7, 212.8, 244.2, 288.2, 338.4, , 1595.1, 1841.3, 2087.6, 2395.6, 2827.2, 3319.7, , 207.14, 239.14, 271.14, 311.14, 387.14, 431.14, , 3816.4, 4511.5, 6209.1, 6085.1, 7319.7, 8744.1, , 789.3 ., 1002.&, 1215.9, 1482.6, 1855.9, 2282.6, , 20.90, 21.32, 21.70, 22.11, 22.64, 23.18, , 8.73, 9.16, 9.47, 9.76, 10.05, 10.29, , ISHB 450, , 92.5, , t:fC7,4, , 400, , 12.0, 16.0, 20.0, 25.0, 32.0, 40.0, , 187.9, 193.0, 218.1, 249.5, 293.5, 343.7, , 1647.1, 1893.3, 2139.6, 2447.6, 2879.2, 3371.7, , 21389, 245.89, 277.89, 317.89, 373.89,, 437.89, , 3864.5, 4558.8, 6255.6, 6130.7, 7364.0, 8787.0, , 792.2, 1005.6, 1218.9, 1485.6, 1858.9, 2285.6, , 20.69, 21.14, 21.53, 21.96, 22.50, 23.96, , . 8.61, 9.04, 9,37, 9.67, 9.97, 10.22, , NOTE : Properties given in this Table are based on the gross area of the section.

Page 59 :
54, , STEEL TABLES, , l--: b, , f xt, , Y, , II-~, , TABLE 14, , -,, -, , TWO JOISTS OF SAME SIZE WITH, FLANGES BUITING AND, WELDED (COLUMNS), , ~x, , y, Composed 'of Two, Joists Each of the, Same Size, , Nominal, Size, , bb, , We;ghl per, , M_, , ~, lion, W, mm, , Aroa, , Moments of, Inertia, , •, , ~, , Modu6 of, , Radii of, Gyration, , Section, , w, , ,--A----,, , ,----A---,, mm, , Sectional, , kg, , N, , ~ ~, , kg, , N, , em 2, , em', , em', , em3, , em3, , em, , em, , 150 x 300, , ISHB 150, , 27.9 265.8, , 54.2, , 531.7, , 68.96, , 2911.2, , 4742.4, , 388.2, , 316.2 6.50, , 8.29, , 150 x 300, , ISHB 150, , 30.6 300.2, , 61.2, , 600.4, , 77.96, , 3080.0, , 5483.0, , 410.6, , 358.4, , 6.29, , 8.39, , ,150 x 300, , ISHB 150, , 34.6 339.4, , 69.2, , 678.8, , 88.16, , 3271.2, , 6381.0, , 436.2, , 408.0, , 6.09, , 8.51, , 200 x 400, , JSHB 200, , 37.3 365.9, , 74.6, , 731.8, , 95.08, , 7216.8 11442.2, , 721.6, , 572.1, , 8.71, , 10.97, , 200 x 400, , ISHB 200, , 40.0 392.4, , 80.0, , 784.8 101.88, , 7443.6 12351.1, , 744.4, , 612.4, , 8.55, , 11.01, , 225 x 450, , ISHB 225, , 43.1 422.8, , 86.2, , 845.6 109.88 10559.0 16614.3, , 938.6, , 738.4, , 9.80, , 12.30, , 225 x 450, , ISHB 225, , 46.8 459.1, , 93.6, , 918.2 119.32 10957.6 18177.8, , 974.0, , 800.4, , 9.58, , 12.34, , 250 x 500, , ISHB 250, , 51.0 500.3 102.0, , 1000.6 129.92 15473.0 24222.6, , 1237.8, , 968.7 10.91, , 13.65, , 250 x 500, , ISHB 250, , 54.7 536.6 109.4, , 1073.2 139.42 15967.8 26104.2, , 1277.4, , 1037.7 10.70, , 13.69, , 300 x 500, , ISHB 300, , 58.8 576.8 117.6, , 1153.6 149.70 25090.4 27777.8, , 1672.6, , 1111.1 12.95, , 13.62, , 300 x 500, , ISHB 300, , 83.0 618.1, , 126.0, , 1236.1 160.50 25900.4 29934.0, , 1726.6, , 1188.8 12.70' 13.66, , 350 x SOO, , ISHB 350, , 67.4 661.2 134.8, , 1322.4 171.82 38319.4 31749.7, , 2189.7, , 1270.0 14.93, , 13.59, , 350 x 500, , ISHB 350, , 72.4 710.3 144.8, , 1420.5 184.42 39605.6 34253.1, , 2283.2, , 1360.3 14.65, , 13.63, , sao, , ISHB 400, , 77.4 759.3 154.8, , 1518.8 197.32 56167.0 36287.8, , 2808.4, , 1451.5 16.87, , 13.56, , 400 x SOO, , ISHB 400, , 82.2 806.4 164.4, , 1612.8 209.32 57647.0 38665.9, , 2888.4, , 1537.4 16.61, , 13.59, , 450 x 500, , ISHB 450, , 87.2 855.4 174.4, , 1710.9 222.28 78421.6 40701.6, , 3485.4, , 1628.1 18.78, , 13.53, , 450 x SOO, , ISHB 450, , 92.5 907.4 185.0, , 1814.8 235.78 80699.8 43374.0, , 3586.6, , 1724.6 18.50, , 13.56, , 400 x

Page 60 :
TWO JOISTS OF SAME SIZE LACED OR BATfENED, , V, , s, , x, .::, , TABLE 15, , --, , ---, , .-, , TWO JOISTS OF SAME SIZE LACED, OR BATIENED (COLUMNS), , x, , ---~, , 55, , --, , V, , Designation, , ISHB 150, , ISHB 150, , 15HB 150, , W,Kg, , 27.1, 265.8, , 30.6, 300.2, , 34.6, 339.4, , N, , 54.2, 531.7, , 61.2, 600.4, , 69.2, 678.8, , Sectional Area, cm2, , 68.95, , 77.96, , 88.16, , Moment of Inena, 'xit' cm, , 4, , 2911.2, , 3080.0, , 3271.2, , Modulus of section, Z)(1(l cm, , 3, , 388.2, , 410.6, , 436.2, , Radius of Gyration, '>(Xl em, , 6.50, , 6.29, , 6.09, , N, , Weight per Metre, kg, , Spacing, , Moment, , Radius, of, Gyratit;>n, , Radius, of, Gyration, , Modulus, , of, Inertia, , Modulus, of, Section, , Moment, , of, Inertia, , Modulus, of, Section, , Moment, , Between, , of, , of, Section, , Iyy, , Zyy, , 'yy, , Iyy, , Zyy, , 'yy, , Iyy, , Zyy, , 'yy, , em', , em', , em, , em', , em', , em, , em', , em', , em, , 15.0, , 4742.3, , 316.2, , 8.29, , 17.5, , 6143.1, , 378.0, , 9.44, , 6889.4, , 420.1, , 9.40, , 7739.5, , 467.1, , 9.37, , 20.0, , 7759.3, , 443.4, , 10.61, , 8716.6, , 493.9, , 10.57, , 9805.8, , 550.3, , 10.55, , 22.5, , 9591.1, , 511.5, , 11.79, , 10787.4, , 570.8, , 11.76, , 12147.5, , 637.0, , 11.74, , 25.0, , 11638.3, , 581.9, , 12.99, , 13101.8, , 650.2, , 12.96, , 14764.8, , 726.6, , 12.94, , 27.5, , 13901.1, , 654.2, , 14.20, , 15659.9, , 731.8, , 14.17, , 17657.5, , 818.6, , 14.15, , 30.0, , 16379.3, , 728.0, , 15.41, , 18461.6, , 815.1, , 15.39, , 20825.8, , 912.6, , 15.37, , 35.0, , 21982.3, , 879.3, , 17.85, , 24795.8, , 985.9, , 17.83, , 27988.8, , 1105.4, , 17.82, , 40.0, , 28447.3, , 1034.4, , 20~1, , 32104.6, , 1161.1, , 20.29, , 36253.8, , 1303.2, , 20.28, , CIoC, of Beams, S, , em, , Inertia, , Radius, , of, , Gyration, , (Continued)

Page 61 :
56, , SmELTABLES, , y, , TABLE 15, , (Contd.), , TWO JOISTS OF SAME SIZE LACED, OR BATTENED (COLUMNS), , s+--l, x-llj--'- ... --hl--X, , ~---~~---~, y, , Deolgnotlon, , ISHB 200, , ISHB 200, , ISHB 225, , W kg, N, , 37.3, 365.9, , 40.0, 392.4, , 43,1, 422.8, , Weight per Metre, 1<g, ·N, , 74.6,, 731.6, , 80.0, 784.8, , sectional" Area, cm 2, , 9s.o6, , ., , 101.88, , 88.2, 845.6., 109.88, , Moment of Inertia, l~cm4, , 7216.8, , 7443.6 ', , ModiJlus of Section ZKJ(I cm 3 ., , 721.6, , 744.4, , 938.6, , Radius of Gyration"'m em, , 8.71, , 8.55, , 9.80, , Moment, 01, , Modultis, , Inertia, , section, , Radius, 01, Gyration, , S, , 'w, , Zw, , em, , em', , em3, , 20.0, , 11442.3, , 572.1, , 10.97, , 22.5, , 13967.8, , 657.3, , 25.0, , 16790.5, , 27.5, , Spacing, , Between, , of, , Moment . Modulus, 01, 01, , 10559.0, , Radluo, , Moment, of, , Modulus, , Of, , Radjus, 01, , Inertia, , Section, , Gy"roIion ,, , In_, , SocIIon, , of, Gyrotion, , 'w, , Iw, , Zw, , 'w, , J,y, , Zw, , 'w, , em, , em', , em3, , em, , em', , em, , em, , 12.12, , 14883.3, , 697.6, , t2.09, , 18814.4, , 738.4, , 12.30, , 746,2, , 13.29, , 17907.9, , 792.9, , 13.26, , 18876.4, , 836.9, , 13.45, , 19910.3, , 836.3, , ,14.47, , 21250.6, , 891.6, , 14.44, , 23481,.9, , 939.3, , 14.62, , 30.0, , 23327:3, , 933.1, , 15.88, , 24912.1, , 993.1, , 15.64, , 27430,7, , ,104s.o, , 15.60, , 35.0, , 31052,5, , 1129.2, , 18,07, , , 33189.9, , 1203.2, , 16.05, , 36388.4, , 1264.6, , 18.19, , 40.0, , 39988,3, , 1332.2, , 20.50, , 42741.1, , 1420.7, , 20.46, , 46659.7, , 1493.1, , 20.61, , 45.0, , 50088.5, , 1540.6, , 22.95, , S388S.9, , 1643.9, , 22.93, , 88334.4, , 1726.4, , 23.04, , 50.0, , 61359.3, , 1753.1, , 25.40, , 68884.1, , 1871.6, , 25.39, , 71362.7, , 1969.2, , 25.49, , C1o.O, 01 Beam, , 3, , 55.0, 60.0, , (Continued)

Page 62 :
TWO JOISTS, , OF SAME SIZE LACED OR BATIENED, , 57, , y, , TABLE 15, 5, X, , ..., , (Contd.), , TWO JOISTS OF SAME SIZE LACED, OR BATTENED (COLUMNS), , X, , ---~--y, , ISHB 225, , l'iHB 250, , ISHB 250, , ISHB 300., , 46.8, . 459.1, , 51.0, 500.3, , 54.7, 536.6, , 58.8, 576.8, , 93.8, 918.2, , 102.0, , l00o.s, , 109.4, 1073.2, , 117.6, 1153.8, , 119.32 ., , 129.92, , 139.42, , .149.70, , 10957.8, , 15473.0, , 15967.8, , 25090.4, , 974.0, , 1237.8, , 1277.4, , 1672.6, , 9.58, , 10.91, , 10.70, , 12.95, , Moment, , 'Inertia, ", , Modulus, of, Section, , RadiuS', , '", , Moment, 01, , Modulus, , Radius, , '", , Gyration, , '", , Momen., 01, Inertia, , ModulUS, , Radius, 01, Gyration, , Moment, of, Inertia, , Z", , '", , em", , em, , '", , section, , Gyration, , Inertia, , SectIOn, , \.r, , z",, , '", , I", , z",, , '", , I", , em', , em", , em, , em', , em", , em, , em', , 21436.9, , 898.6, , 13.40, , 24222.5', , 968.9, , 13.65, , 25352.1, , 1009.8, , 14.58, , 28485.5, , 1085.2, , 14.61, , 303Il2.', , 1153.3, , 29840.1, , 1124.6, , 15.76, , 33154,5, , 1205.6, , 15;97, , 35392,9, , 39334.9, , 1393.2, , 16.16, , 43710.5, , .1457.0, , 18.~4, , 50521.1, , 1811.3, , 20.58, , 55890.5, , 1719. 7, , 83198.9, , 1888.6, , 23.01, , 69694.5, , n368.1, , 2126.1, , 25.46, , 65122.5, , Modulus Radius, of, section Gyration, , '", , '", , Z", , '", , em', , em", , em, , 27771.8, , 1111.1, , 13.62, , 14.76, , 32689.8, , 1245.3, , 14.78, , 1282.8, , 15.93, , 38069.6, , 1384.4, , 15.95, , 46720.7, , 1552.4, , 18.31, , 50232.8, , 1674.4, , 18.32, , 20.7', , 59791.', , 1834.4, , 20,71, , 64267.1, , 1977.5, , 20.72, , 1991.3, , 23.18, , 74604.7, , 2125.6, , 23.13, , 80172.8, , 2290.7, , 23.14, , 2269.9, , 25.60, , 91160.9, , 2424.8, , 25.57, , 97949.6, , 2812.0, , 25.58, , 117597.6, , 2939.9, , 26.03, , 139117.1, , 3273.3, , 30.48, , (Continued)

Page 63 :
58, , STEEL TABLFS, , TABLE 15, , y, , (Conld.), , TWO JOISTS OF SAME SIZE LACED, OR SATTENED (COLUMNS), y, , Deslgnstlon, , ISHB 300, , ISHB 350, , ISHB 350, , 63.0, 618.0,, , 67.4, 661.2, , 72.4, 710.2, , N, , 126.0, 1236.1, , 134.8, 1322.4, , 144.8, 1420.5, , Sectional Area, cm 2, , 160.50, , 171.82, , 184.42, 39605.6, , W,, , k9, N, , Weight per Metre, kg, , 4, , 25900.4, , 36319,4, , Modulus of Section, Z'JQlIcm 3, , 1726.6, , 2189.6, , 2263.2, , Radius of Gyration, r)(XI em, , 12,70, , 14,93, , 14.65, , Moment of Inertia, I"X' em, , ..$pacing, , Moment, , Modulus, , Radius_,, , Moment, , Modulus, , Radius, , Moement, , Modulus, , Between, C to C, , 01, , 01, , 01, , 01, , 01, , 01, , 01, , Inertia, , Section, , Gyration, , Inertia, , 01, Section, , Gyration, , lnerlla, , Section, , of Beams, S, , Iyy, , Zyy, , 'yy, , Iyy, , Zyy, , 'yy, , Iyy, , 'yy, , em', , em', , em, , em', , em', , em, , ...', , Zyy, , em', , em, , em, 25.0, , 31749,7, , 1270,0, , 13.59, , Radius, of, , Gyration, , 27.5, , 34837.9, , 1322.6, , 14,77, , 37387.5, , 1424.3, , 14.75, , 39887.9, , 1514.3, , 14.71, , 30.0, , 40605.8, , 1471.8, , 15.91, , 43562.3, , 1584.1, , 15.92, , 46515.5, , 1686.0, , 15.88, , 35.0, , 53646.5, , 1782.9, , 18.28, , 57522.7, , 1917.4, , 18.30, , 61499.7, , 2043.9, , 18.26, , 40.0, , 686if·3, , 2107.8, , 20.69, , 73630.8, , 2265,6, , 20.70, , 78789,0, , 2417.6, , 20.67, , 45.0, , 85746.5, , 2443.6, , 23.11', , 91886,7, , 2625.3, , 23.13, , 98383.7, , 2803,8, , 23.10, , 50.0, , 104805.8, , 2788.1, , 25.55, , 112290.3, , 2994.4, , 25.56, , 120283.5, , 3199.9, , 25.54, , 55.a·, , 125871.5, , 3139.7, , 28.00, , 134841.7, , 3371,0, , 28.01, , 144488.7, , 3604.1, , 27.99, , 60.0, , 148943.3, , 3497.1, , 30,46, , 159540.8, , 3753.9, , 30.47, , 17a999.0, , 4015,0, , 30.45, , 65.0, 70.0, , (ConUnued)

Page 64 :
TWO JOISTS OF SAME SIZE LACED OR BATTENED, y, , 5, , x, , 59, , TABLE 15, , TWO JOISTS OF SAME SIZE LACED, OR SATIENED (COLUMNS), , x, , ...., , (Contd.), , --l-y, , ISHB 400, , ISHB 400, , ISHB 450, , ISHB 450, , 77.4, 759.3, , 82.2, 906.4, , 87.2, 855.4, , 92.5, 907.4, , 154.8, 1518.6, , 164.4, 1612.8, , 174.4, 1710.9, , 185.0, 1814.8, , 197.32, , 209.32, , 222.28, , 235.78, , 56167.0, , 57647.0, , 78421.8, , 80699.8, , 2808.4, , 2888.4, , 3485.4, , 3588.6, , 16.87, , 16.61, , 18.78, , 18.50, Modulus, of, Section, Zyy, , Radius, , Moment, , Modulus, , Radius, , of, Gymlion, , of, , of, , of, , Inertia, , 'yy, , Moment, of, Inertia, Iyy, , 'yy, , Iyy, , Zyy, , 'yy, , em, , em', , em 3, , em, , em', , em3, , em, , 40701.7, , 1628.1, , 13.53, , 14.69, , 47995.3, , 1828.4, , '4.69, , 50667.2, , 1924.7, , 14.66, , 1909.8, , 15.86, , 55963.5, , 2035.6, , 15.87, , 59140.5, , 2144.7, , 15.84, , 69610.2, , 2316.5, , 16.24, , 74043.7, , 2468.1, , 18.25, , 78297.6, , 2603.4, , 18.22, , 20.68, , 89293.9, , 2741.2, , 20.65, , 948625, , 2919.5, , 20.68, , 100402.0, , 3082.2, , 20.64, , 3010.0, , 2~Ul, , 111534.2, , 3179.9, , 23.08, , 118499.7, , 3365.7, , 23.09, , 125453.6, , 3576.7, , 23.07, , 128781.6, , 3434.2, , 25.!l1i, , 136390.9, , 3629.8, , 25.53, , 144895.5, , 3883.9, , 25.53, , 153452.5, , 4083.9, , 25.51, , 154679.9, , 3867.0, , 26.00, , 163864.2, , 4088.9, , 27.98, , 174069.7, , 4351.7, , 27.99, , 184398.6, , 4601.3, , 27.97, , lB3044.6, , 4306.9, , 30.46, , 193953.9, , 4555.6, , 30.44, , 206022.5, , 4847.6, , 30.44, , 218292.0, , 5127.2, , 30.47, , 213875.9, , 4752.6, , 32,02, , 226600.2, , 5028.5, , 32.91, , 240753.7, , 5350.1, , 32.91, , 2551326, , 5660.2, , 32.89, , 247173.6, , 5203.7, , 35.39, , 251982.9, , 5506.7, , 35.38, , 278263.5, , 5858.2, , 35.38, , 294920.5, , 6199.1, , 35.37, , Modulus, , Radius, , 01, , of, , Moment, of, , Modulus, of, , Radius, , of, Inertia, , _n, Zyy, , Gyration, , Inertia, , Gyration, , 'yy, , Iyy, , Section, Zyy, , em 3, , em, , em', , em3, , 36267.9, , 1451.5, , 13.56, , 42762.4, , 1629.0, , 14.72, , 45140.5, , 171.7, , 49853.6, , 1812.9, , 15.89, , 52662.9, , 65885.9, , 2196,2, , 18,27, , 84384.6, , 2596.5, , 105349.9, , Moment, , Iyy, i, , cm 4 ,, , 01, , Section Gyration, , Note : The properties given in this Table are based on the gross area of the section.

Page 65 :
60, , STEEL TABLES, , y, , TABLE 16, , TWO CHANNELS OF SAME SIZE, LACED OR BATTENED (COLUMNS), , s, • -tt--, , -)(, , y., , oe8111""tlon, , ISJC 100, , ISJC 125, , ISJC 150, , Weight, kg, N, , It.6, 113.8, , 15.8, 155.0., , 19.8, 194.2, , Ate.. em', Moment of-Inertia 'lOP, , Modulus of 8ec;:tion ~J(>, , 14.82, , 20.14, , 25.30, , 4, , 247.6, , 540.0, , 942.2·, , cm 3, , 49.6, , 86.4, , 125.8, , cm, , Radius of Gyration 'lOC> em, , 4.09, , Spacing, , Moment, , Modulus, , . Radius, , Between', , of, , of, Seotlon, , Inema, , Radius, , Moment, , ModUlUs, , Radius, , of, , of, , of, , of, , of, , Inertia, , .Gyration, , Inertia, , Gyration', , Iyy, , SectiOn, Zyy, , of, Sectkm, , 'yy, , I", , Zyy, , 'yy, , em', , em', , em, , em', , em', , em, , .105.6, , 21.1, , 23.5, , 2.29, 2,47, 2.67, 2.87, , 145.5, .168.1, 193.8, 222.7, , 265, , 123.3, 143.6, , 2.40, 2.58, , 3.09, , 254.6, 290.0, 328.4, 370.0, , Iyy, , Zyy, , cm 4 ., , em', , em, , 0.0, , 58.8, , 5.0, , 70.1, , 10.0, , 83.3, 963, , 13.1, 14.8, 16.7, 18.7, , 1.99, 2.16, 2.37, 2.58, 2.79, 3.01 ., , S, , mm, , 15~O, , 20.0, 25.0, 30.0, 35.0, 40.0, 45.0, 50.0, , 60.0, 70.0, 80.0, 90.0, , 2O.9, 23.3, 25.7, , 166.4, , 26.1, 28.9, 32.0, , 2M, , 3.45, , 191.8, 219.6, 250.0, 282.9, , 3.88, , 318.2, , 3.0:2, , 356.2, , 255.2, , 30.9, 33.7, 36.5, , 4.~5, , 396.5, , 38.5, 41.9, 45.5, 49.1, 52.9, , 316.7, , 42.2, , 385.6, 462.11, , 482, , 485.0, 583.5, , 60.6, 68.6, , 54.3, , 545.7, , 606, , 4.62, 5.10, 5.58, 8.07, 6.56, , 692.0, 810.7, 939.4, , 115.2, 133.9, , 154.4, 176.9, 201.1, 221.2, , 3.23, , 100~O, , 638.6, , 67.0, , 120.0, 140.0, , 841.3, 1075.5, , 80.1, , 160.0, 180.0, 200.0, , 1339.3, , 107.1, 120.9, 134.9, , 9.51, 10.50, , 11.49, , 148.9, 163.1, , 12.48, 13.47, 14.47, 15.47, 16.46, , 1632.1, , 1955.8, , 220.0, 240.0, 260.0, 280.0, 300.0, , 2308.5, , 320.0, 340.0, , 4516.7, 5047.3, , 360.0, , 5607.5, , 380.0, , 6197.3, , 400.0, , 6816.8, , 2690.9, 3102.9, 3544.5, 4015.8, , 93.5, , In.3, 191.6, , 205.9, 220.3, 234.8, 249.2, 263.7, 278.2, , 6.10, , MOdulus, , Gyration, 'yy, , Webs, , 5.18, Moment, , 7.53, 6.52, , 17.46, 18.46, 19.45, 20.45, "21.45, , 35.1, , 3.30, 3.52, 3.75, 3.98, 4.21, , 323, 35.6, , 39.6, 43.0, , 2.77, 2.91, 3.17, 3.39, , 46.9, , 3.60, , 51.0, , 3.82, , 414.7, , 55.3, , 462.6, , 59.7, 64.2, , 4.05, 4.38, , 4.44, , 513.6, , 4.91, , 625.2, 749.4, 886.3, , 65.3, , 5.38, 5.88, 6.34, , 7-6.9, , 29.2, , of, , 73,6, 83:3, , 93.3, , 4.51, , 4.97, 5.44, 5.92, 6.40, , 93.9, , 6.83, , 11-98.0, , 103,6, 114.1, , 111,5, , 7.81, , 15603, , 1357, , 7.85, , 8.79, , 157.9, 180.5, , 6.83, , 9.77, , 1973.2, 2436.7, , 2331,4, , 129.6, 147.9, 166.5, , 10.76, , 2950.6, , 203.5, , 2780.2, , 165.3, , 11.75, , 351~, , 2286, , 204.3, 223.4, 242.7, , 1aU, , 4130.8, , 13.73, 14.73, , 4796,7, 5513.2, , 250.3, 274.1, , 262.0, , 15.72, , 8280.3, , 281.4, , 18.72, , 7098.0, , 300.9, 320.4, 340.0, , 17.71, 18.71, 19.70, , 7966.3, 8885.'1, 9654.6, , 370.5, 394.9, , 359.6, 379.3, , 20.70, , 10874.7, 11945.4, , 44:'\.9, 468.4., , 1227.0, 1554.6, 1923.0, , 3269·2, , 3798.4, 4388.0, 4977.8, , 5628.0, 6318.4, , 7049.0, 7620.0, 8631.2, 9482.6, , 21.70, , 1035.6, , 298.0, 322.1, 346.2, , 419.3, , 8.68, , 9.81, 10.80, 11.79, 12.78, 13.77, 14.76, 15.76, 16.75, 17.74, 18.74, 19.74, 20.73, , 21.73, IConMued)

Page 66 :
TWO CHANNELS OF SAME LACED OR BAITBNBD (COLUMNS), , y, , •.. -_ ... __ .., , -.~_.-, , s, , TABLE 16 (Contd), , .., , TWO CHANNELS OF SAME SIZE, LACED OR BATTENED (COLUMNS), , -x, , x-*-, , 61, , y, , Designation, , ISJC( 175, , Weight, kg, , 22.4, 219.7, , N, , ISJC 200, , ISJC 75, 11.. 4, 111 ;8, , 27.8, 272.7, 35.54, , Moment of Inertia, , 1439.8, , 2322.4, , 132.2, , 3, , 164.6, , 232.2, , 35.2, , Modulus of section Zxx> cm, Radius of Gyration, , 14.52, , /)(> em4, , 'xx>, , em, , 8.08, , 7.11, , 3.02, , Spacing, , Moment, , Modulus, , Between, , 01, Inertia, Iyy, , 01, , Section, Zyy, , Tyy, , 'K)', , Zyy, , fry, , Iyy, , Zyy, , Tyy, , an', , an 3, , em, , an', , an 3, , em, , an', , an 3, , an, , 43.8, , 2.94, , 47.4, , 3.11, , 49.5, 80.2, , 51.0, 55.7, , 85.1, , 3.29, 3.46, 3.88, 3.89, , 12.4, 14.2, 18.2, , 70.2, , 4.10, , 87.0, 103.2, 121.2, 140.9, , 162.5-, , {85, 2.04, 2.24, 2.45, 2.67, 2.89, 3.12, 3.35, 3.58, , Webs, S, mm, , 0.0, 5.0, 10.0, 25.0, , 188.2, 214.9, 245.2, 279.0, 316.4, 357.3, , 30.0, , 401.8, , 15.0, , 20.0, , 35.0, , 449._, , 40.0, 45.0, 50.0, , 501.5, 556.7, 615.4, , 60.0, 70.0, 60.0, , 743.6, 886.0, 1042.6, , 90.0, , 1213.5, , 10();O, , 1398.8, , 120.0, , 1811.6, 2281.5, 26Oll', , 140.0, 160.0, , 1-80.0, 200.0, , 3392.2, , 220.0, , 4730.8, , 240.0, 260.0, 260.0, 300.0, , 5495.5, 8297.2, 7165.8, 8091.4, , 320.0, 340.0, 360.0, 300.0, 400.0, , 9074.0, , 4033.0, , Radius, of, Gyration, , Modulus, , Radius, , Moment, , Modulus, , Radius, , 01, Inertia, , 01, , 01, , 01, , Section, , Gyration, , of, Inertia, , 01, Gyration, , .', , 31.4, , 2.57, , 34.4, 37.7, , 2.75, , 2.93, , 308.3, 343.6, 385.2, , 41.3, , 3.13, , 431.3, , 45.2, 49.3, , 3.33, , 481._, 538.9, 598.3, 660.2, , 60.2, , 75.5, , 4.31, , 728.5, , 80.9, 88.6, 92.5, , 4.53, , 104.6, 117.3, 130.5, , 67.5, 72.4, , 3.54, 3.76, 3.97, 4.20, 4.42, 4.85, , 82.8, , 5.11, , 1046.3, , 93.3, 104.3, 115.6, 127.1, , 5.58, 6.05, 853, , 1231.8, 1435,1, 1656.1, , 7.01, , 1895.0, , 157.9, , 161.0, , i98, , 186.6, , 175.5, 200.6, 226.1, 252.1, , 8.95, , 2425.9, 3028.0, , 9.93, '-0.91, , 4445.3:, , 246.7, 277,8, , 11.90, , 5260.8, , 12.89, 13.88, 14.87, 15.86, 16.86, , 6147.0, 7104.4, 10403.2, , 17.85, , 11645.0, , 18.84, , 12957.9, 14341.8, , 506.3, 539.9, 573.7, , 15796.8, , 607.6, , 17322.9, , 641.6, , 53.6, 58.0, 62.7, , 278.3, 304.8, 331.4, , 358.3, 385.3, , 11210.0, 12363.4, , 412.5, 439.7, 467.1, 494.5, , 19.84, 20.94, , 13573.8, , 522.1, , 21.83, , 10113.5, , Moment, , 801.3, 878.5, , 3701.1, , 8132.9, , 9232.6, , 144.0, , 72.7, , Section, , 18.3, , 20.8, 23.1, , 25.8, 28.3, , 4,75, , 186.0, 211.2, , 4.97, , 238.2, , 5.43, , 297.8, 364.5, 438.8, 519.9, 608,5, , 67.6, , 807.4, , 60.7, 94.1, , 5.89, , 8.35, , 883, 7.30, , 31.0, , 33.8, 38.8, , 3.81, , 42.5, , 4.53, , 48.8, 54.8, , 5,01, , 61.2, , 8.26, _.23, , 1035.4, , 309.4, , 10.20, 11.18, 12.17', , 1292.4, 1578.4, 1893.5, , 341.5, , 13.15, , 14.14, , 2237.6, 2610.8, 3013.0, , 149.2, , 373.9, 406.8, 439.6, 472.9, , 3444.2, 3904.5, , 191.3, 205.5, , 4393.8, 4912.2, ,5459.6, 6038.1, , 219.7, , 218.3, , 15,13, 16,12, 17.11, , 18.10, 10.09, , 20.09, 21.08, 22.08, , 6641.5, , 107.7, , 121.4, 135.3, 163.2, 177.2, , 233._, , 248.2, , 262.4, 276.7, , 4.05, , 5.50, 5.98, 6.47, 7.46, 8.44, 9.43, 10.43, 11.42, 12.41, 13.41, 14.41, 15.40, , 16.40, 17.40, 18.39, 19.39, 20.39, 21.39, , (Crmrinued), , f

Page 67 :
62, , STEEL TAB.LES, , ,., , TABLE 16 (Con/d), , Y, --.r---------, , --, , s-, , •, 0: :, , ~, , TWO CHANNELS OF SAME SIZE, LACED OR BATIENED (COLUMNS), , ., , -.-x·, , : - ':, , t:-- ---_, y, , Deslg"ation, Weight,Kg, , N, Area,cm 2, i'i,, , Moment Of, tnertia, Mod.ulus of Section, , 'u' cm, , ISLC100, , ISLC 125, , 15.8, 155.0, , ISLC150, , 21.4, 209.9, , 20.04, , 28.8, 282.5, , 27.34, , 38.72, , 4, , 329.4, , 713.6, , 1394.4, , ZAA cm 3, , 65.9, , 114.2, , 186.0, , Radius of Gyration 'JI1' em, , 4.08, , 5.11, , 6.16, , Spacing, Between, , Moment, , Modulus, , Radius, , of, , ot, , Radius, of, , Moment, , of, , Moment, ot, , Mo<!ulus, , of, , Webs, , Inertia, , Section, , Gymtion, , Inertia, , Section, , Gyration, , Inertia, , S, mm, , em', , '", , em', , '", , em', , I", , ~, , em, , '", , 0.0, 5.0, 10.0, , 102.2, 119.7, 139.7, , 22.8, , 15,0, , .162.2, , 20.0, 25.0, 30.0, 35.0, 40.0, 45.0, 50.0, 60.0, 70.0, 80.0, 90.0, 100.0, 120.0, 140.0, , 187.2, 214.7, 244.7, 277.2, 312.2, 349.7, 389.8, 477.3, 574.9, 682.6, 800.2, 927.8, 1213.2, 153R7, 1904.2, 2309.8, 2755.5, 3241.3, 3767.1, 4333.0, 4939.0, 5585.1, 6271.3, 6997.6, 7763.9, 8570.3, 9416.8, , 35.1, 38.2, 41.5, 45.1, 49.0, 52.9, 57.1, 61.5, 66.0, 70.6, 75.3, 85.2, 95.4, 105.9, 116.7, 127.8, 150.5, 174.0, 198.0, 222.4, 247.1, '272.2, 297.5 ., 323.0, 348.7, 374.6, 400.5, 426.6, 452.8, 479.'1, 505.5, , 2.89, 3.07, 3.30, 3.46, 3.66, 3.87, 4.09, 4.31, 4.53, 4.75, 4.98, 5.44, 5.91, 6..38, 6.85, 7.33, 8.30, 9.27, 10.25, 12.28, 12.21, 13.20, 14.19, 15.18, 16.17, 17,16, 18.16, 19.15 20.14, 21.14, 22.13, , 160.~, , 180.0, 200.0, 220.0, 240.0, 260.0, 280.0, 300.0, 320.0, 340.0, , 360.0380.0, 400.0, , Z", , 20.4, , 25.4, 28.2, 31.2, 34.4, 37.6, 41.1, 44.6, 48.2, 52.0, 59.7, 67.6, 75.8, 84.2, 92.8, 110.3, 128.2, 1A6.5, 165.0, 183.7, 202.6, 221.6, 240.7, 259.9, 279.3, 298.6, . 318.1, 337.6, 357.1, 376.7, , em, 2.26, 2.44, 2.54, 2.84, 3.08, 3.27, 3.49, . 3.72, 3.95, 4.18, 4.41, 4.88, 5.36, 5.84, 6.32, 6.80, 7.78, 8.76, 9.75, 10.74, 11.73, 12.72, 1:171, 14.70, 15.70, 16.69, 17.69, 18.69, 19.68, 20.68, 21.68, , 228.2, .257.8, 290.8, 327.2, 367.,1, 410.3, 457.0, 507.1, 560.6, 617.6, 677.9, 808.9, 953.5, 1111.8, 1253.8, 1469.4, 1881.7, 2348.7, 2870.3, 3448.6, 4077.7, 4763.3, 550:17, 6298.8, 7148.5, 8052.9, 9012.0, 10025.7, 11094.2, 12217.3, 13395.1, , Modulus, of, , Radius, , Section, Zn, , ,::'Ylalion, , em', , cril', , em, , 414,4, , 55.3, 5904, 63.9, 68.6, 73.6, 78.9, , 3.36, 3.54, 3.73, 3.93, 4.13, , 84.4, , 4.55, 4.76, 4.98, 5.20, 5.43, 5.88, 6.34, 6.81 ', 7.28, 7.75, 8.71, 9.68, 10.65, 11.62, 12.61, 13.59, 14.57, 15.56, 16.55, 17.54, 18.38, 19.52, 20.52, 21.51, 22.51, , of, , '", , 460.4, 511.0, 566.1, 625.9, 690.3, 759.2, '832.7, 910.9, 993.6, 1080.9, 1269.2, 1476.0, 1701.1, 1944.5, 2206.3, 2785.0, 3437.2, 4162.8, 4961.8, 5834.3, 6780.2, , n99.5, 8892.3, 10058.5, 11298.2, 12404.9, 13997.9, 15457.8, 1699.1.3, 18508.1, , 90.0, 95.9, 101.9, 108.1, 120.9, 140.6, 147.9, 162.0, 176.5, 206.3, 237,0, 268.6, 300.7, 333.4, 366.5, 400.0, 433.8, 467.8, 502.1, 527.9, 571,3, 606.2, 541.2, 676.3, , 01, i~.y, , 4,:14, , (Continued)

Page 68 :
63, , TWO CHANNELS OF SAME LACED OR BATIENBD (COLUMNS), , ., , --.--, , 't, , ~ ·"-··~t:, , •, , -' . . .-J. -.., , .., , (Con/d.), , TWO CHANNELS OF SAME SIZE, LACED OR BATIENED(COLUMNS), , -x, , •, , -~--_, , TABLE 16, , -_.-, , y, , De.lgnatlon ', Weigh~, , ISLC 175, , ISLC 200, , 'ISLC 225, , 35.2, 345.3, , 41.2, 404.2, , 48.0, 470.9, , kg, N, , Area,cm 2, , 44.80, , 52.44, , 61.06, , Moment of Ine~a lXJ(fcm 4, , 2296.8, , 3451.0, , 5095.8, , Modulus of Section ZJO(J cm 3, , 262.6, , 345.2, , 453.0, , Radius 01 Gyration '.ncm, , 7.16, , 8.11, , 9.14, , Moment, , Modulus, of, , Radius, of, , Moment, of, , Modulus, of, , Radius, of, , SedlO\', , Gyration, f yy, , In_, , Section, , Iyy, , Zyy, , Gyration, f yy, , Spacing, Between, Webs, , S, , mm, 0.0, 5.0, 10.0, 15.0, 20.0, 25.0, 30.0, 35.0, 40.0, 45.0, 50.0, 60.0, 70P, 80.0, 90.0, 100.0, 120.0, 140.0, 160.0, 160.0, 200.0, 220.0, 240.0, 260.0, 280.0, 300.0 ., i 320.0, '. 340.0, 360.0, 380.0, 400.0, 450.0, 500.0, , of, , Inertia, Iyy, , em', 511.0, 567.6, 829.1, 697.5, 770.9, 849.8, 934.4, 1024.6, 1120.3, 1221.7, 1328.6, 1559.4, 1812.5, llQ8a.o, 2385.9, 2108.2, 3414.1, 4211.5, 1lO911.8, !107M, 7141.4, 8297.3, lI$42.7, 10877.8, 12302.4, 13816.1, 18420.5, 17113.9, 18897.0, 20759.6, 22731.8, , Zyy, , em', 68.1, 73.2, 78.7, 84.5, 90.7, 97.1, 103.8, 110.8, 117.9, 125.3, 132.9, 148.5, 164.8, 181.6, 198.8, 216.5, 252.9, 290.5, 328.9, 368.3, 408.1, 448.5, 489.4., 530.6, 572.9, 614.1, 656.2, 698.5, 741.1, 783.8, 826.5, , em, , 3.38, 3.56, 3.75, 3.95, 4.15, 4.36, 4.57, 4.78, 5.00, 5.22, 5.45, 5.90, 6.36, 6.83, 7.30, 7.77, 8.73, 9.70, 10.67, 11.64, 12.83, 13.61, 14.59, 15.58, 16.57, 17.56, 18.55, 19.54, 20.54, 21.53, 22.53, , em', 583.4, 648.3, 719.7, 797.7, 882.3, 973.4, 1071.1, 1175.3, 1286.1, 1403.4, 1527.3, 1794.8, 2088.4, 2408.3, 2754.4, 3126.7, 3950.0, 4878.2, 5911.3, 7049.3, 8292.1, 9639.8, 11092.4, 12649.8, 14312.2, 16079.4, 17951.5, 19928.5, 22.10.4, 24197.1, 26488.8, , em', , em, , 77.8, 83.6, 90.0, 96.7, 103.8, 111.2, 119.0, 127.1, 135.4, 143.9, 152.7, 170.9, 188.9, 209.4, 228.5, 250.1, 292.6, 336.4, 381.4, 427.2, 473.8, 521.1, 568.8, 617.1, 665.7, 714.6, 763.9, 813.4, 863.2, 913.1, 963.2, , 3.34, 3.52, 3.70, 3.90, 4.10, 4.31, 4.52, 4.73, 3.95, 5.17, 5.40, 5.85, 6.31, 6.78, 7.25, 7.72, 8.68, 9.64, 10.62, 11.69, 12.57, 13.56, 14.54, 15.53, 16.52, 17.51, 18.50, 19.49, 20.49, 21.48, 22.48, , Moment, of, Inertia, Iyy, , em', 788.5, 867.4, 954.0, 1048.2, 1150.0, 1259.4, 1376.5, 1501.2, 1633.6, 1773.6, 1921.2, 2239.3, 2587.9, 2867.1, 3376.8, 3817.1, 4788.2, 5883.4, 7099.7, 8438.1, 9898.7, 11481.3, 13186.1, 15013.0, 16962.1, 19033.2, 21226.5, 23541.9, 25979.4, 28539.1, 31220.8, 38459.5, 46481.4, , Modulus', of, Section, Zyy, , em', 87.6, 83.C, 100.4, 107.5, 115.0, 122.9, 131.1, 139.6, 148.5, 157.6, 167.1, 186.6, 207.0, 228.2, 250.1, 272.6, 319.7, 367.7, 417.6, 468.8, 521.0, 574.1, 827.9, 682.4, 737.5, 793.1, 849.1, 905.5, 962.2, 1019.3, 1076.5, 1220,9, 1366.5, , Radius, of, Gyrallon, f yy, , em, 3.59, 3.77, 3.95, 4.14, 4.34, 4.54, 4.75, 4.96, 5.17, 5.39, 5.61, 6.06, 6.51, 6.97, 7.44, 7.91, 8.86, 9.82, 10.78, 11.76, 12.73, 13.71, 14.70, 15.68, 16.87, 17.66, 18.64, 19.64, 20.62, 21.62, 22.61, 25.10, 27.58, (Continued)

Page 69 :
64, , STEEL TABLES, , ....-.·t·.--Y, , ., , --, , S, , •, , TABLE 16 (Contd), , -~., , TWO CHANNELS OF SAME SIZE, LACED OR BATTENED (COLUMNS), , ., , ---x, , .- .. --. .... J..-- ... --., y, , Designation, , ISLC 250, , ISLC 300, , ISLe: 350, , Wei9 ht k9, N, , 56.0, 549.4, , 66.2, 649.4, , 77.6, 761.3, , Area, cm 2, , 71.30, , 84.22, , 96.94, , Moment of Inertia IJOP cm 4, , 7375.0, , 12095.8, , 18625.2, , Modulus of Section Zxxocm2, , 590.0, , 808.4, , 1084.2, , Radius of Gyration r10<' em, , 10.17, , Spacing -, , Between, Webs, , S, , mm, 0_0, 5.0, 10.0, 15.0, 20.0, 25.0, 30.0, 35.0, 40.0, 45.0, 50.0, 60.0, 70.0, 80.0, 90.0, 100.0, , 12q.O, , 140.0, 160.0, 180.0, 200.0, 220.0, 240.0, 260.0, 280,0, 300.0, 320.0, 340.0, 360.0, 380.0, 400.0, 450.0, 500.0, 550.0, 600.0, , /, , Moment, , Modulus, , R&dius, , of, Inortia, , of, , section, , of, Gyration, , Iyy, , z",, , em4, 1116.6, 1217.3, 1326.9, 1445.4, 1572.9, 1709.3, 1854.5, 2006.7, 2171.8, 2343.8, 2524.8, 2913.3, 3337.6, 3797.5, 4293.0, 4824.2, 5993.5, 7308.4, 8759.9, 10357.1, 12096.8, 13979.1, 16004.0, 18171.5, 20481.7, 22934.4, 25529.7, 28267.6, 31148.1, 34171.3, 37337.0, .45875.2, 55304.6, , em 3, 111.7, 118.8, 126.4, 134.5, 143.0, 151.9, 161.3, 171.0, 181.0, 191.3, 202.0, 224.1, 247.2, 271.2, 298.1, 321.6, 314.6, 429.7, 486.7, 545.1, 604.8, 665.7, 727.5, 790.1, 853.4, 917.4, 961.9, 1046.9, 1112.4, 1178.3, 1244.6, 1411.5, 1580.1, , 'yy, , em, 3.96, 4.13·, 4.31, 4.50, 4.70, 4.90, 5.10, 5.31, 5.52, 5.73, 5.95, 6.39, 8.84, 7.30, 7.76, 8.23, 9.17, 10.12, 11.08, 12.05, 13.03, 14.00, 14.98, 15.96, 16.95, 17.93, 18.92, 19.91, 20.90, 21.89, 22.68, 25.37, 27.85, , 11.98, Moment, of, Inertia, , Modulus, , Iyy, em4, , z",, , 1239.8, 1:)52.3, , 1475,5, 1609.2, 1753.4, 1908.1, 2073.4, 2249.2, 2435.6, 2632.4, 2839.8, 3286.2, 3774.7, 4305.2, 4877.9, 5~.8, , Q648.7, 8373.1, 10085.9, 11927.2, 13956.9, 16155.0, 18521.6, 21056.6, 23760.1, 28632.0, 29672.3, 32681.1, 3625a3, 39804.0, 43518.1, 53540.3, 64615.2, 76742.9, 89923.3, , of, SeclIon, , em3, 124.0, 131.9, 140.5, 149.7, 159.4, 159.6, 180.3, 191.4, 203.0, 214.9, 227.2, 252.8, 279.8, 307.5, 336.4, 366.2, 428.0, 492.5, 559.2, 627.7, 697.8, 789.3, 841.9, 915.5, 990.0, 1065.3, 1141.2, 1217.8, 1294.9, 1372.6, 1450.6, 1647.4, 1846.1, 2046.5, 2248.1, , 13.72, Rad'", 01, Gyndion, , 'yy, em, 3.84, 4.01, 4.19, 4.37, 4.58, 4.78, 4.98, 5.17, 5.38, 5.59, 5.81, 6.25, 6.69, 7.15, 7.61, 8.08, 9.02, 9.97, 9.93, 11.90, 12.87, 13.85, 14.83, 15.81, 18.60, 17.78, 18.77, 19.76, 20.75, 21.74, 22.73, 25.21, 27.70, 30.19, 32.68, , Moment, , ModulUS, , Radius, , of, Inertia, , 01, Section, , 01, Gyndion, , Zyy, em3, 136.4, 145.3, 155.0, 165.3, 176.3, 188.0, 200.2, 212.9, 226.1, 239.8, 254.0, 263.5, 314.4, 345.7, 380.2, 414.8, 488.7, 561.8, . 639.5, 719.5, 801.3, 684.8, 959.7, 1055.8, 1143.0, 1231.1, 1320.1, 1409.8, 1500.2, 1591.1, 1682.6, 1913.3, 2146.4, 2381.4, 2617.9, , em, 3.71, 3.88, 4.06, 4,24, 4.43, 4.62, 4.82, 5.03, 5.24, 5.45, 5.66, 6.10, 6.55, 7.00, 7.46, 7.93, 8.87, 9.62, 10.79, 11.75, 12.73, 13.70, 14.86, 15.87, 18.65, 16.84, 18.63, 19.61, 20.60, 21.60, 22.59, 25.07, 27.56, 30.04, 32.53, , Iyy, , em4, 1363.9, 1459.3, 1627.0, 1777.2, 1939.7, 2114.6, 2301.8, 2501.4, 2713.4, 2937.7, 3174.5, 3685.0, 4245.0, 4854.5, 5513.4, 6221.8, 1187.0, 9550.1, 11511.1, 13670.0, 16026.8, 1.5561.4, 21333.9, 24284.3, 27432.6, 30778.7, 34322.7, 33064.7, 42004.4, 46142.1, 50477.7, 62182.3, 75123.6, 89301.7, 104716.6, , 'yy, , (Continued)

Page 70 :
-------~----,_, , ... ,', , 65, , TWO CHANNElS OF SAME LACED OR BATTENED (COLUMNS), , .-----t·.. ., Y, , TABLE 16 (Con/d), , - - - -_., , s, , •, -~, , ., , TWO CHANNELS OF SAME SIZE, LACED OR BATIENED (COLUMNS), , --x, , . .. J. -, , ......, , -, , ... --.- .., y, , Designation, , ISLC 400, , ISMC 75, , ISMC 100, , Weight, k~, , 91.4, 696.6., , 13.6, 133.4, , 16.4, 180.5, , Area. cm 2, , 116.50, , 17.34, , 23.40, , 4, , 27979.0, , 152.0, , 373.4, , Modulus of section Z)(J(I em3, , 1399.0, , 40.6, , 74.6, , 15.50, , 2.96, , 4.00, , Moment of Inertia t/tl(l cm, , Radius of Gyration, , Spacing, Between, Webs, , S, , mm, 0.0, 5.0, 10.0, 15.0, 20.0, 25.0, 30.0, 35.0, 40.0, 45.0, 50.0, 80.0, 70.0, 80.0, 90.0, 100.0, 120.0, 140.0, 160.0, 180.0, 200.0, 220.0, 240.0, 260.0, 260.0, 300.0, 320.0, 340.0, 360.0, 360.0, 400.0, 450.0, 500.0, 550.0, 600.0, , Moment, of, , Inertia, Iyy, , em', 1569.7, 1714.4, 1673.7, 2047.6, 2236.0, 2439.0, 2656.6, 2888.7, 3135.4, 3396.7, 3672.5, 4267.6, 4921.4, 5633.2, 6403.2, 7231.6, 9062.9, 11H!7.3, 13424.7, 1tl!l86.1, 111718.5, 21714.6, 24!l44.2, 21Wl8.8, 32joM, 31103Q.4, 40191.7, 44tl!l6.1, 49213.5, 84073.9, tl!l187.3, 72920.1, 86129.2, 104794.5, 122916.1, , f)(XI, , em, , -, , Modulus, , Radius, , of, , of, , Z", , em', , 1~7.0, , H17.3, 176.4, 190.5, 203.3, 216.6, 231.0, 245.6, 261.3, 277.3, 293.8, 328.3, 384.5, 402.4, 441.6, 482.1, 588.4, 654.5, 745.6, 639.7, 935.9, 1034.0, 1133.6, 1235.1, 1337.6, 1441.2, 1545.8, 1851.3, 1757.6, 1684.6, 1972.2, 2243.7, 2516.0, 2794.5, 3072.9, , GytllIion, , 'yy, , em, 3.67, 3.64, 4.0.1, 4.19, 4.36, 4.56, 4.76, 4.96, 5.19, 5.40, 5.61, 6.05, 6.50, 6.95, 7.41, 7.66, 6.62, 9.77', 10.74, 11.70, 12.66, 13.65, 14.63, 15.82, 16.60, 17.59, 16.57, 19.56, 20.55, 21.54, 22.54, 25.02, 27.50, 29.99, 32.48, , Moment, of, Inertia, , 'w., em, 55.0, 67.4, 82.0, 98.6, 117.7, 136.6, 182.1, 187.6, 215.2, 245.0, 276.9, 347.3, 426.4, 514.1, 610.5, 715.6, 951.6, 1222,6, 1528.2, 1688.4, 2243.3, 2652.6, 3097.1, 3578.0, 5089.8, 4637.9, 4220.9, 5638.5, 6490.9, 7177.9, 7689.6, , "C_, , Modulus, of, , Radius, , Moment, , Modu~, , 01, , of, , of, , Radius, 01, , Section, , OV-, , Inertia, , Section, , OV_n, , Zyy, , 'yy, , 'w.., , ~, , em', 13.7, 15.9, 16.2, 20.6, 23.5, 26.4, 29.5, 32.6, 35.9, 39.2, 42.6, 49.6, 56.9, 84.3, 71.6, 79.5, 95.2, 111.1, 127.3, 143.7, 160.2, 176.9, 193.6, 210.4, 227.2, 244.1, 281.0, 276.0, 295.0, 312.1, 329.1, , em, 1.76, 1.97, 2.17, 2.39, 2.61, 2.63, 3.06, 3.29, 3.52, 3.76, 4.00, 4.46, 4.98, 5.45, 5.93, 6.42, 7.41, 6.40, 9.39, 10.36, 11.37, 12.37, 13.36, 14.36, 15.36, 16.35, 17.35, 16.35, 19.35, 20.35, 21.34, , em, , 106.6, 125.9, 148.2, 173.4, 201.6, 232.6, 266.6, 303.5, 343.4, 388.1, 431.6, 532.0, 643.6, 787.4, 902.6, 1049.6, 1376.6, 1754.4, 2177.0, 2646.4, 3182.6, 3725.6, 4335.4, 4982.0, 5695.4, 8445,6, 7242.6, 6068.4, 6977.0, 9914.5, 10896.7, , 21.3, 24.0, 27.0, 30.2, 33.6, 37.2, 41.0, 45.0, 49.1, 53.3, 57.6, 88.5, 75.7, 85.3, 95.0, 105.0, 125.3, 145.2, 187.5, 169.0, 210.6, 232.9, 255.0, 277.3, 289.6, 322.3, 344.9, 387.6, 390.3, 413.1, 435.9, , 'yy, , em, , 2.13, 2.32, 2.52, 2.72, 2.94, 3.15, 3.36, 3.60, 3.63, 4.06, 4.30, 4.77, 525, 5.73, 6.21, 6.70, 7.66, 6.86, 9.65, 10.63, 11083, 12.82, 13.61, 14.61, 15.60, 16.60, 17.59, 16.59, 19.59, 20.56, 21.!l8I, , - (Conffnued)

Page 71 :
STEEL TAIlLFS, , 66, , .....---t··_.., Y, , TABLE 16 (Contd), , . - - -_., , ., , s, , •, . ... J----.. _--, , TWO CHANNELS OF SAME SIZE, LACED OR BAlTENED (COLUMNS), , -x, ...-. __ .., , ~, , y, , o.algna80n . ISMC 125, , Waight, kg, , 25.4, 249,2, , 32.8, 321.8, , 38.2, 374.7, , Area, cm 2, , 32.38, , 41.78, , 48.78, , 4, , 832.8, , 1558.8, , 2448.8, , z,., em', , 133.2, , 207.8, , 279.8, , Modulus 01 Section, , Radius of Gyration fa. em, , Spacing, , ModulUs, , Radius, , of, Section, , of, , Inertia, , Section, , of, Gyndion, , Zyy, , f yy, , Iyy, , Zyy, , f yy, , Webs, , of, Inertia, , S, , Iyy, , em', 241.7., 275.1, 312.6, 354.1, 399.7, 449.3, 503,0, 580.7, 622.5, 668.3, 758.1, 910,0, 1078.0, 1262.3, 1462.7, 1679,3, 2181.2, 2707.7, 3319.1, 3995.2, 4738.0, 5541.6, 6412,0, 7374.1, 8347,0, 9411.7, 10541.1, 11735.3, 12994.2, 14317.9, 15706.4, , 7.08, , 8.11, Moment, of, , Modulus, , 0.0, 5.0, 10.,0, 15.0, 20,0, 25.0, 30.0, 35,0, 40.0, 45.0, 50.0, 60.0, 70.0, 80.0, 90,0, 100.0, 120.0, 140.0, 160,0, 180.0, 200.0, 220,0, 240.0, 260.0, 280.0, 300.0, 320:0, 340.0, 360,0, 380.0, 400.0, , 5.07, Rod..., of, Gyration, , Moment, , mm, , ISMC 175, , N, , Moment of Inertia Ixx • cm, , _en, , ISMC 150, , em', , em, , 37.2, 40.8, 44.7, 48.8, 53.3, 58,0, 62,9, 68.0, 73.2, 78,7, 84.2, 95.8, 107.8, 120,2, 133,0, 148.0, 172.9, 200.6, 228.9, 257.8, 287.0, 318.7, 348.6, 378.2, 407.2, 437.8, 486.5, 499,4, 530,4, 561.5, 592.7, , 2.73, 2.91, ~11, , 3,31, 3.51, 3.72, 3,94, 4.16, 4.38, 4,61, 4.84, 5.30, 5.77, 6.24, 6.72, 7.20, 8.17, 9.14, 10.12, 11.11, 12.09, 13.08, 14.07, 15.09, 16.06, 17.05, 18,04, 19.04, 20,03, 21.03, 22.02, , em', 410.4, 459.4, 513.6, 57:3.0, 637.6, 707.4, 782.5, 862,8, 948,3, 1039,0, 1134,8, 1342,5, 1570.9, 1820.2, 2090.4, 2381,5, 3028.3, 3754.8, 4568.4, 5481.7, 8440.8, 7502.9, 8648.8, 9878,2, 11191,2, 12587.6, 14067.6, 15631.1, 17278,1, 19008.6, 20822,7, , em', 54.7, 59.3, 64,2, 69.4, 75.0, 80.8, 86.9, 93.3, 99.8, 106.6, 113.5, 127.9, 142.8, 158.3, 174.2, 190.5, 224.2, 258.9, 294.8, 331.0, 388.0, 405.8, 443.5, 481.9, 520.5, 559.4, 598..6, 638.0, 677.6, 717.3, 757.2, , em, 3.13, 3.32, 3,51, 3.70, 3.91, 4,12, 4.33, 4,55, 4.77, 4.99, 5.21, 5.67, 8.13, 6.60, 7.08, 7.55, 8.51, 9.48, 10.46, 11.44, 12.42, 13.40, 14.39, 15.38, 16,37, 17.36, 18.35, 19,35, 20,34, 21.34, 22.33, , Moment, of., , Modulus, of, , Inertia, , _n, , Iyy, , ~, , em', 478.0, 534.7, 597.5, 666.3, 741.3, 822.4, 909.5, 1002.8, 1102.1, 1207.6, 1319.1, 1560.5, 1828.2, 2116.3, 2430.8, 2769.7, 3520.8, 4369.0, 5315,0, 6358.5, 7499.4, 8737,9, 10074,0, 11507.5, 13038.6, 14867.2, 16393,3, 18218.9, 20138.0, 22156.7, 24272.9, , cm, , Radius, of, Gyration, f yy, , 3, , 63.7, 69,0, 74,780.8, 87.2, 94,0, 101.1, 108,4, 116.0, 123.9, 131.9, 148.6, 166.0, 184.0, 202.6, 221,6, 260,8, 301.3, 342.9, 385.4, 428.5, 472,8, 516.6, 561.3, 606.9, 651.9, 697.6, 743.5, 789,7, 838.1, 822.7, , em, l13, 3,31 ., 3.50, 3.70, 3.90, 4,11, 4.32, 4.53, 4.75, 4.98, 5:20, 5,86, 6.12, 6.59, 7.06, 7,54, 8.50, 9.47, 10.44, 11.42, 12.40, 13.39, 14,37, 15.36, 16.35, 17.34, 18,34, 19.33, 20,32, 21.32, 22.31, (Continued)

Page 72 :
61, , TWO CHANNELS OF SAME LACED OR BATTENEl) (COl,\JMNS), , 't, ..... ' . ..~ : .... ,, , TABLE 16 (CO/ltd.), , ', , 5, , TWO CHANNELS OF SAME SIZE, LACED OR BATIENED (COLUMNS), , _11, , 11, , _.;.. ·:l::......, y, , Deelgnetlon, , ISlIC 200, , ISMC 226, , LSMC 250, , Weight, kg, N, , 44.2, 433.6, , 51.6, 506.1, , 60.6, 596.4, , Area, cm2, , 56.42, , 88.02, , 77.34, , Moment of Inertia /10<' em", , 3638.6, , 5369.2, , 7633.6, , Modulus of Section Zxx, cm 3, , 363.6, , 479.0, , 610.6, , Radius of Gyration rIOC' em, , 6.03, , 9.03, , 9.94, , Moment, of, Inertia, , Modulus, of, , Radius, , of, , Moment, of, , Modulus, of, , _n, , Gyration, Iyy, , Inertia, Ivy, , Spacing, , Between, Webs, S, , mm, 0.0, 5.0, 10.0, 15.0, 2\).0, 25.0, 30·0, 35.0, 40:0, 45.0, 50.0, 80.0, 70.0, 80.0, 90.0, 100.0, 120.0, 140.0, 160.0, 180.0, 200.0, 220.0, 240.0, 260.0, 260.0, 300.0, 320.0, 340.0, 360:0, 360.0, 400.0, 450.0, , sao.O, , I yy ., , cm, , 4, , 546.5, 611.2, 683.0, 761.9, 847.8, 940.7, 1040.7, 1147.8, 1261.9, 1383.0, 1511.3, 1788.8, 2094.6, 2428.6, 2790.9, 3181.3, 4046.8, 5025.1, 6116.3, 7320.3, 8637,1, 10066.8, 11609.3, 13264.7, 15032.9, 16913,9, 16907.6, 21014.5, 23234:1, 25586.5, 28011.7, , Zyy, cm3, , 72.9, 78.9, 85.4, 92.3, 99.7 ., 107.5, 115.6, 124.1, 132.8, 141.9, 151.1, 170.4, 190.4, 211.2, 232.6, 254.5, 299.8, 346.6, 394.6, 443.7, 493.5, 544.2, 595.3, 847.1, 699.2, 751.7, 604.6, 857,7, 911.1, 964.8, 1018,6, , em, 3.11, 3.29, 3.48, 3.67, 3.88, 4.08, 4.29, 4.51, 4.73, 4.95, 5.18, 5.63, 6,09, 8.58, 7.03, 7.51, 8.47, 9.44, 10.41, 11.39, 12.37, 13.36, 14.34, 15.33, 16.32, 17.31, 18.31, 19.30, 20.29, 21.29, 22.28, , em', 723.6, 803.7, 892.0, 988.6, 1093.4, 1206.4, 1327.7, 1457.3, 1595,1, 1741.2, 1895.5, 2228.9, 2595.3, 2994.7, 3427.2, 3892.8, 4922.5, 6064.5, 7378.5, 8804.5, 10362.6, 12052.7, 13874.8, 15829.0, 17915.3, 20133.5, 22483.8, 24988,2, 27560.6, 30327.0, 33205.5, 40979.3, 49578.4, , of, , Radius, of, , Section, , Gyration, , Zw, , f.yy, , Moment, of, Inertia, , Modulus, , Section, , Radius, of, Gvrlrtion, , Zyy, , 'yy, , 'w, em', , em", , 'em, , 847.3, 941.1, 1044.5, 1157.7, '1280.4, 1412.9, 1555.0, 1706.8, 1888.2, 2039.3, 2220.1, 2810.7, 3039.9, 3507.8, 4014.4, 4559.8, 5788.2, 7127.3, 6643.2, 10313.7, 12139.0, 14118:9, 16253.5, 18542.7, 20986.7, 23585,3, 26338,8, 29246.6, 32309.2, 35528.6, 38898.8, 48005.4, 58078.9, , 105.9, 114.1, 122.9, 132.3, 142.3, 152.7, 163.7, 175.1, 186.8, 199.0, 211.4, 237.3, 264.3, 292.3, 321.2, 350.7, 411.9, 475.2, 540.2, 606.7, 674.4, 743.1, 812.7, 883.0, 958.9, 1025.4, 1097.4, 1169.9, 1242.7, 1315.8, 1369.2, 1573.9, 1760.0, , 3.31, 3.49, 3.68, 3.87, 4.07, 4.27, 4.48, 4.70, 4.91, 5.14, 5.36, 5.81, 6.27, 6.73, 7.20, 7.68, 6.63, 9,60, 10.57, 11.55, 12.53, 13.51, 14.50, 15,48, 1.6.47, 17.46, 18.45, 19.45, 20.44, 21.43, 2243, 24.91, 27.40, , em", 90.5, 97.4, 104.9, 113.0, 121.5, 130.4, 139.8, 149.5, 159.5, 169.9, 180.5, 202.8, 225.7, 249.6, 274.2, 299.4, 351.6, 405.6, 461.2, 517.9, 575.7, 634.4, 693.7, 753.8, 814.3, 876.4, 836.8, 998.8, 1060.6, 112.3.2, 1185.9, 1343.8, 1502.4, , em, 3.31, 3.49, 3.68, 3.87, 4.07, 4.27, 4.48, 4.70, 4.92, 5,14, 5,38, 5.81, 6.27, 6.74, 7.20, 7,68, 8.63, 9.60, 10.57, 11.55, 12.53, 13.51, 14.50, 15,48, 16.47, 17,46, 18.45, 19.45, 20.44, 21.43, 22.43, 24.91, 27.40, , (Cont/nued)

Page 73 :
STEEL TABLES, , 68, , Y, , ., , - ... - - - -_ . . . ., , s, , •, , --, , TABLE 16 (Contd), , TWO CHANNELS OF SAME SIZE, LACED OR BATTENED (COLUMNS), , -x, , ~:.: ..': 1:: ......, y, , Deal"natlon, , ISMC 300, , Weigh~. k~, Area, cm 2, 4, , Moment of lnertialxx' cm, em3, , Modulu. of 5ectlon, , z..x,, , Radius of Gyration rxx • em, , 71.6, 702.4, 91.28, , 107.32, , 125.86, 30165.8, , 1143.8, , 1508.2, , 11.81, , 15.48, , 13.68 ., Modulus, , Radius, , Moment, , 01, , Moment, 01, , 01, , 01, , 01, , section, , Gyration, , Inertia, , Section, , Gyration, , Inertia, , Zyy,, em 3, 125.6, 134.4, 144.0, 154.3, 165.2, 178.7, 188.7, 201.3, 214.3, 227.7, 241.?, 270.3, 300.5, 331.8, 364.2, 397.6, 466.7, 538.7, 612.9, 689.0, 788.7, 845.7, 925.9, 1007.1, 1089.2, 1172.1, 1255.6, 1339.8, 1424.4, 1509.6, 1895.1, 1810.6, 2028.0, 2246.6, 2468.9, , r", em, 3.52, 3.69, 3.87, 4.06, 4.25, 4.45, 4.66, 4.87, 5.08, 5.30, 5.52, 5.96, 6.41, 6.87, 7.34, 7.81, 8.76, 9.72, 10.66, 11.66, 12.63, 13.61, 14.60, 15.58, 16.57, 17.56, 18.54, 19.54, 20.53, 2J.52, 22.51, 25.00, 27.48, 29.97, 32.47, , I"4, , Z"3, , Radius, , Between, , 01, Inertia, , 01, , em, 1130.0, 1243.4, 1388.2, 1504.5, 1852.1, 1811.2, 1991.6, 2163.5, 2356.8, 2561.5, 2777.6, 3244.0, 3756.1, 4313.8, 4917.2, 5566.2, 7001.1, 8818.6, 10416.6, 12401.2, 14566.4, 16914.1, 19444.4, 22157.3, 25052.7, 28130.6, 31391.1, 34634.2, 38459.9, 42288.1, 46256.8, 57034.4, 68951.0, 82006.6, 96207.2, , 98.8, 969.2, , 20016.0, , tJlodulus, , mm, 0.0, 5.0, 10.0, 15.0, 20.0, 25.0, 30.0, 35.0, 40.0, 45.0, 50.0, 60.0, 70.0, 80.0, 90.0, 100.0, 120.0, 140.0, 160.0, 180;0, 200.0, 220.0, 240.0, 260.0, 280.0, 300.0, 320.0, 340.0, 360.0, 380.0, 400.0, 450.0, 500.0, 550.0, 800.0, , 84.2, 826.0, , 848.4, , Moment, , I"4, , ISMC 400, , 12725.2, , Spacing, , Webs, S, , ISMC 350, , cm, , 1500.1, 1637.8, 1788.8, 1953.3, 2131.2, 2322.5, 2527.2, 2745.3, 2976.9, 3221.8, 3480.2, 4037.2, 4647,8, 5312.1, 6030.1, 8801.7, 6506.0, 10424.9·, 12558.4, 14906.6, 17469.4, 20246.6, 23238.9, 26445.6, 29667.0, 33503.0, 37353.6, 41418.9, 45898.8, 50193.4, 64902.6, 67614.6, 81888.2, 97063.2, 113799.8, , cm, 150.0, 159.8, 170.4, 181.7, 193.7, 206.4, 219.8, 233.8, 248.1, 263·0, 278.4, 310.8, 344.3, 379.4, 415.9, 453.4, 531.6, 813.2, 697.7, 784.6, 873.5, , 964.1, 1068.3, 1149.8, 1244.5, 1340.1, 1436.7, 1534.0, 1632.1, 1730.8, 1630:1, 2060.4, 2333.4, 2588.4, 2845.0, , r"., em, 3.74, 3.91, 4.06, 4.27, 4.46, 4.65, 4.85, 5.06, 5.27, 5.48, 5.89, 6.13, 5.66, 7.04, 7.50, 7.98, 8.90, 9.86, 10.62, 11.79, 12.76, 13.74, 14.72, 15.70, 16.68, 17.67, 18.68, 19.65, 20.84, 21.63, 22.82, 25.10, 27.58, 30.07, 32.56, , W., , em, 1748.7, 1906.8, 2062.7, 2274.4, 2481.7, 2704.8, 2943.8, 3198.2, 3468.5, 3754.5, 4056.2, 4706.9, 5420.5, 6197.1, 7036.6, 7939.0, 9932.8, 12178.0, 14675.0, 17423.8, 20424.3, 23676.5, 27180.5, 30936.1, 34943.5, .39202.6, 43713.4, 47476.5, 53490.2, 58756.2, 84273.9, 79169.5, 95836.2, 113680.3, 133295.5, , Modulus, 01, Section, , z~, , em, 174.7, 188.0, 198.4, 211.8, 225.6, 240.4, 256.0, 272.2, 289.0, 306.5, 324.5, 362.1, 401.5, 442.6, 465.3, 529.3, 820.8, 716.4, 815.3, 917.0·, 1021.2, 1127.5, 1235.5, 1345.0, 1458.0, 1568.1, 1681.3, 1795.4, 1910.4, 2026.1, 2142.5, 2436.0, 2732.5, 3031.5, 3332.4, , Radlus, 01, GvI8ljon, , r", em, 3.73, 3.89, 4.07, 4.25, 4.44, 4.84, 4.84, 5.04, 5.25, 5.46, 5.68, 6.12, 8.56, 7.02, 7.48, 7.94, 8.88, 9.84, 10.60, 11.77, 12.74, 13.72, 14.70, 15.66, 16.66, 17.65, 18.64, 19.63, 20.62, 21.61, 22.60, 25.08, 27.57, 30.05, 32.54

Page 74 :
OOUllUl CHANNELS WfI1I FlANGES SUITING ANIl WtUDtil) TOB TO roE (COUlMNS), , t-b-+j, , x, , +, , 69, , TABLEt7, , DOUBLE CHANNELS WITH FLANGES, BUTTING AND WELDED, TOE TO TOE (COLUMNS), , h x, , 1, , y, , Nominal, SI.., , Compooed, , Weight per M_ _,, , 01 Two, , channel.. E8dl 01, Some size, , h.b, , r;;;'mm I, 100.90, , ,, , ", , lleeignaJlon, , ISJC 100, , w, , NJm, , kg, , 5.8, , 58.9, , 11.8, , 125 • 100, , ISJC 125, , 7.9, , 150. 110, , ISJC 150, , 9.9, , 175 x 120, , ISJC 175, , 200 • 140, , ISJC200, , 75. 80, , ISLC 75, , 100 x 100, , ISLC 100, , 125 x 130, , ISLC 125, , InoI1la, , r,--"-;--,, , ,-"--,, , kgIm, , Mom.mol, , Iv.., , rNl, , -, , Modu" 01, , ~, , 11(1(, , 'w, , "",', , "",', , N, , em', , em 4, , 113.8, , 14.82, , "",., , RadHoI, Gyration, , ~, 'xx, J yy, , ''', , em, , 247.6, , 172.2, , ' 49.8, , 38.3 4.09, , 17.5' 15.8, 97.1 19.8, , 155.0 ' 20.14, , 640.0, , 278.8, , 86.4, , 194.2, , 25.30, , 942.2, , 448.9, , 125.6, , 55.8, 5.18, 81.6 ,6.10, , 22.4, , 219.7, , 26.48, , 1439.8, , 615.4, , 102.6 ' 7.11, , 4.65, , 152.5 8.06, , 5.48, , 31.2 3.02, , 2.93, , 27.8, , 272.7, , 35.54, , 2322.4, , 1067.6, , 164.6, 232.2,, , 5.7, , 55.9, , 11.4, , 11,1.8, , 14.52, , 132.2, , 125.0, , 35.2, , 7.9, , 11.2 109.9, 13.9 136.4, , 3.41, 3,72, 4.21, , 77:5, , 15.6, , 158.0, , 20.04, , 329.4, , 278.5, , 65.8, , 55.7 4.06, , 3.73, , 10.7 105.0, , 21.4, , 209.9, , 27.34, , 713.6, , 658.2, , 114.2, , 101.3 5.11, , 4.91, , '150 .150, , ISLC 150, , 14.4 141.3, , 2$.8 . 282.5, , 38.72, , 1394.4, , 1169.0, , 186.0, , 155.9 6.16, , 5.64, , 175. 150, , ISLC 175, , 17.8 172.7, , 35.2, , 345.3, , 44.80, , 2298.8, , 1418.3, , 262.6, , 169.1, , 7.16, , 5.63, , 200 x 150, , ISLC 200, , 20.6 202.1, , 41.2, , 404.2, , 52.44, , 3451.0, , 1664.8, , 245.2, , 224.6 8.11, , 5.67, , 225 • 150, , ISLC 225, , 24.0 235.4., , 48.0, , '470.9, , 61.06, , 5095.8, , 3030.6, , 453.0, , 338.7 9.14, , 7.05, , 250 • 200, , ISLC 250, , 28.0 274.9, , 56.0, , 549.8' 71.30, , 7375.0, , 4398.4, , 590.0, , 439.6 10.17, , 7.85, , 300 x 200, , ISLC 300, , 33.1 324.7, , 86.2, , 648.4, , 64.22 12095.8, , 5366.4, , 806.4, , 538.6 11.98, , 7.98, , 350.200, , ISLC 350, , 38.8 350.6, , 17.6, , 761.3, , 98.94 18625.2, , 6469.0, , 1064.2, , 648.9 13.72, , 8.10, , 400 x 200, , ISLC 400, , 45.7 448.3, , 91.4, , 898.6 116.50 27979.0, , 1720.9, , 1399.0, , 772.1 15.50, , 8.14, , 75 x 80, , ISMC 75, , 100 x 100, , ISMC 100, , 6.6, , 58.7, , 13.6, , 133.4, , 17.34, , 152.0, , 150.7, , 40.6, , 37.7 2.98, , 2.95, , 18.4, , 180.5, , 23.40, , 373.4, , 333.6, , 74.8, , M.7 4.00, , 3.78, , 125 x 130, , ISMC 125, , 9.2 90.3, 12.7 124.6, , 25.4, , 249.2, , 32.38, , 838.8, , 793.1, , 133.2, , 122.0 5.07, , 4.95, , 150 x 150, , ISMC 150, , 16.4 180.9, , 32.8, , 321.8, , 41.76, , 1558.8, , 1368.8, , 207.8, , 182.5 6.11, , 5.73, , 175 x 150, , ISMC 175, , 19.1 187.4, , 38.2, , 374.7, , 48.76, , 2446.6, , 1611.7, , 279.8, , 214.9 7.06, , 5.75, , 200 x 150, , ISMC 200, , 22.1 216.8, , 44.2, , 433.6, , 56.42, , 3638.6, , 1863.6, , 363.8, , 251.2 8.03, , 5.78, , 225 x 150, , ISMC225, , 25.9 254.1, , 51.8, , 508.2, , 86.02, , 5389.2, , 2519.4, , 479.0, , 314.9 9.03, , 8.18, , 250 x 150, , ISMC250, , 30.4 298.2, , 80.8, , 596.4, , 77.34, , 7633.6, , 388.9 9.94 , 8.18, , ISMC 300, , 35.8 361.2, , 71.6, , 702.4, , 91.28 12725.2, , 2951.0, 4646,1, , 810.8, , 380 x 180, , 848,4, , 516.2 '11.81, , 7.13, , 825.0 107.32 20018.0, _.2 125.86 30165.8, , 6994.9, , 1143.8, , 899.5 13.68, , 8.07, , 8241.1, , 1606.2, , 824.1 15.48, , 8.09, , 350 x 200, , ISMC350, , 42.1 413.0, , 64.2, , 400 x 200, , ISMC400, , 49.4 464.8, , 98.8.

Page 75 :
70, , STEEL TABLES, , TABLElS, , EDGE DISTANCE OF HOLES, Diameter of Hole, , Distance to Sheared or, Hand Flame Cut Edge, , Distance to Rolled,, Machine Rame Cut,, Sawn or Planed Edge, , mm, , mm, , mm, , 13.5 and below, 15.5 ', 17.5, 19.5, 21.5, 23.5, 25.5, 29.0, 32.0, 35.0, , 19, 25, 29, 32, 32, 38, 44, 51, 57, 57, , 17, 22, 25, 29, 29, 32, 38, 44, 51, 51, , TABLEl9, , PERMISSIBLE STRESSoac (N/mm2) IN AXIAL COMPRESSION FOR, STEELS WITH VARIOUS YIELD STRESS, fy-, , ).1, 10, 20, 30, 40, 50, , 80, 70, 80, ,90, 100, 110, 120, 130, 140, 150, 160, 170, 180, 190, 200, 210, 220, 230, 240, 250, , 220, , 230, , 240, , 132, 131, 128, 124, 118, 111, 102, 93, 85, 78, '68, 61, 55, 49, 44, 40, 36, 33, 30, 27, 25, 23, 21, 20, 18, , 138, 137, 134, 129, 123, 115, 108, 96, 87, 78, 69, 82, 55, , 144, 142, 140, 134, 127, 118, 109, 98, 88, 79, 71, , 33, , 63, 58, 50, 45, 41, 37, 33, , 30, 27, 25, 23, 21, 20, 18, , 28, 25, 23, 21, 20, 18, , 50, , 45, 40, 36, , ~O, , 280, , 280, , 300, , 158, 154, 151, 145, 136, 128, 115, 103, 92, 82, 73, 64, 57, 57, 51, 51, 45, 46, 41, 41, 37, 36, 33, 33, 30, 30, 28, 28, 25, 25, 23, 23, 21, 21, 20, 20, 18, 18, , 188, 166, 162, 154, 145, 133, 120, 107, 95, 84, 74, , 180, 177, 172, 184, 153, 139, 125, 111, , 250, , 66, , 58, 52, 46, 42, 37, 34, 30, 28, 25, 23, 21, 20, 18, , 320, , 340, , 380, , 380, , 192 204 215 227, 189 201 212 224, 183 194 204 '215, 174 183 192 201, 161 168 178 183, 146 152 158 163, 130 135 139 142, 115 118 121 124, 98 101 103 105 108, 86, 88, 90, 93, 92, 79, 81, 78, 77, 80, 69, 71, 67, 67, 70, 81, 61, 62, 59, 60, 53, 54, 53, 54, 54, 48, 47, 47, 48, 48, 43, 42, 42, 43, 43, 39, 38, 38, 38, 38, 35, 34, 34, 34, 35, 31, 31, 31, 31, 31, 28, 28, 28, 28, 28, 26, 26, 26, 26, 28, 24, 24, 24, 24, 23, 22, 22, 21, 22, 22, 20, 20, 20, 20, 20, 18, 18, 19, 18, 19, , 400, , 420, , 450, , 480, , 239 251 289 287, 235 246 263 260, 225 236 251 266, 210 218 231 243, 190 197 207 218, 188 173 180 187, 147 150 155 180, 127 129 133 138, 109 111 114 116, 94, 97, 98, 99, 82, 83, 84, 85, 71, 73, 72, 73, 82, 83, 63, 64, 56, 55, 55, 56, 49, 49, 49, 49, 43, 43, 44, 44, 39, 39, 39, 39, 35, 35, 35, 35, 31, 32, 32, 32, 28, 28, 28, 28, 26, 26, 26, 26, 24, 24, 24, 24, 22, 22, 22, 22, 20, 20, 20, 20, 19, 19, 19, 19, , 510 540, 305, 297, 280, 255, 225, 193, 184, 139, 118, 100, 88, 74, 84, 56, 50, , 44, 39, 35, 32, 28, 28, 24, 22, 20, 19, , 323, 314, 295, 267, 233, , 199, 168, 141, 119, 101, 87, 75, 65, 57, 50, 44, 39, 35, 32, 28, 26, 24, 22, 20, 19

Page 76 :
., , ~, , Oil!, of b..., (111m), , 1.57, 1.89, 2:20, 2.51, , 5, , 5, 1, 8, 10, 12, 14, 16, 18, 20, 22, , Perimeter, In ems, , ~.14, , ., , 3.77, 4.40, 5.03, 5.65, 6.28, 6.91, , Cia. of blrs, (mm), , 24, 26, 28, 30, 32, 34, 36, 38, 40, 45, 50, , Perimeter, , incms, 7.54, 8.17, 8.80, 9.42, 10.05, 10.68, 11.31, 11.94, 12.57, 14.14, 15.71

Page 77 :
72, , ROUND BARS, , TABLE 22, , ROUND BARS, , Deslgnation, , Diameter, mm, , Crooa~oI, , "Weight per, , Alee, , Mefrlj, , kg, , ISAO, ISAO, ISAO, ISAO, , 5, 6, 8, 10, , 5.0, 6.0, 8.0, 10.0, , em, 0.20, 0.28, 0:50, 0.79, , 0.2, 0.2, 0.4, 0.6, , ISAO, ISRO, ISRO, ISRO, , 12, 18, 20, 25, , 12, 16, 20, 25, , 1.13, 2.01, 3.14, 4.91, , 28, , 28, 32, 36', 40, , ISAO, ISAO, ISAO, ISRO, , 32, , 36, 40, 45, , Perimeter, , ~, 2.0, 2.0, 3.9, 5.9, , em, 1.6, 1.9, 2.5, 3.1, , 0.9, '1.6, 2.5, 3.8, , 8.8, 15;7, 24.5, 37.3, , 3.8, 5.0, 6.3, 7.8, , 8.18, 8.04, 10.18, 12.57, , 4.8, 6;3, 8.0, . 9.9, , 47.1, 81.8, 78.5 ., 97.1, , 8.8, 10.1, 11.3, 12.6, , 15.90, 19.$4, 24.63, 31.17, , 12.5, 15.4, 19.3, 24.5, , 122.8, 151.1, 189.3, 240.3, , 14.1, 15.7, 17.6, 19.6, , ISAO, ISAO, ISAO, ISAO, , 58, 63, , 45, 50, 58, 63, , ISAO, \SAO, ISAO, !SRO, , 71, 80, 90, 100, , 71, 80, 90, 100, , 39.59, 50.26, 63.26, 76.54, , 31.1, 39.5, 49.9, 61.7, , 305.1, 367.5, 489.5, 805.3, , 22.3, 25.1, 28.3, 31.4, , ISAO, ISAO, ISAO, ISAO, , 110, 125, 140, 160, , 110, 125, 140, 180, , 95.03, 122.72, 153.94, 201.06, , 74.6, 96.3, 120.8, 157.8, , 731.8, 944.7, 1185.0, 1548.0, , 34.6, 39.3, 44.0, 50.3, , ISAO, ISRO, , 180, 200, , 180, 200, , 254.47, 314.16, , 189.8, 246.6, , 1960.0, 2419.2, , 56.6, 62.8, , SO

Page 78 :
STEEL TABLES, , TABLE 23, , SQUARE BARS, , Deslgnallon, , Side, , Width, , mm, , "Weight, per, MeIr$, , Cross-sectional, Area, , em, , kg, , .J\, , Perimeter, , , ISSC, ISSQ, ISSQ, ISSQ, , 5.0, 6.0, 6.0, 10.0, , 0.25, 0.36, 0:64, 1.00, , 0.2, 0.3, 0,5, 0.8, , N, 2.0, 2.9, 4.9, 7.6, , em, , 5, 6, 8, 10, , 'ISsa, ISsa, ISSQ, ISSQ, , 12, 16, 20, 25, , 12, 16, 20, 25, , 1.44, 2.56, 4.00, 8.25, , 1.1, 2.0, 3.1, 4.9, , 10.6, 19.6, 30.4, 48;1, , 4.6, 6.4, 8.0, 10.0, , Isse, Isse, ISSQ, Isse, , 32, 40, 50, 83, , 32, 40, 50, 63, , 10.24, 18.00, 25.00, 39.89, , 8.0, 12.8, 19.6, 31.2, , ' 78.5, 123.6, 192.3, 308.1, , 12.8, 18.0, 200, 25.2, , Isse, Isse, , 80, 100, , 80, , 100, , 64.00, 100.00, , 50.2, 78.5, , 492.5, 770.1, , 32·0, , 2.0, 2.4, 3.2, 4.0, , 40.0, , "The welgl1le per metre of bars given in the teble are celculated on the basis the! see! wights 7.85, g em a 0.077 nl9111 end are rounded off to one dlelmai piece in kg.

Page 79 :
14, , STEEL TABI,.I'S ., , TABLE 24, , MILD STEEL FLATS, Thick~eSS, , I, , 3.0, , 4.0, , 5.0, , 6.0, , 8.0, , 10.0, , 12, , mm, , Widlh, b, mm, , Wei9ht por motro length (W), , ,............,, , 0.3, 0.5, , 2.9, 4.9, , n, 0.5, 0.6, , 4.9, 5.9, , 0.6, 0.8, , 5.9, 7.8, , 0.8, 1.0, , 7.8, 9.8, , 6.9, 0.9 8.8, 1.2 11.8, , 0.9, , 4.9, 5.9, , 1.3 12.8, t.6 15.7, , 1.6 15.7, 2.0 19.6, , 2.4, , 23.5, , 6.9, , 0.9, , 8.8, , 1.2 11.8, , 1.4 13.7, , 1.9 18.6, , 1.1 10.8, 1.3 12.8, , 1.4 13.7, 1.6 15.7, , 1.6 15.7, 1.9 18.6, , 2.2 21.8, 2.5 24.5, , 2.8, 3.3, , 27.5, , 7.8, 8.8, , 2.4 23.5, 2.8 27.5, , 1.4 13.7, 1.8 15.7, 1.7 16.7, , 1.8 17.7, ,2.0 19.6, , 2.1 20.6, M 23.5, 2.6 25.5, , 2.8 27.5, 3.130.4, 3.4 33.4, , 3.1 30.4, 3.5 34.3, 3.9 38.3, 4.3 42.2, , 3.8, 4.2, , 32.4, 37.3, 41.2, , 4.7, 5.2, , 46.1, 51.0, , 1.9 18.6, , 2.4 23.5, , 2.8 27.5, 3,1 30.4, , 3.8 37.3, 4.1 40.2, 4.4 43.2, 4.7 46.1, , 5.6, 6.1, , 59.8, , 15, , 2.0, 3.9, , 20, 25, , 0.5., 0.6, , 30, 35 •, , 0.7, 0.8, , 40, 45, , 0.9, , 10, , 50, 55, , 1.3, , 10.8, 11.8, 12.8, , 60, , 1.4, , 13.7, , 65, 70, 75, 80, 90', , 1.1, 1.2, , ,............,, , ~, , N, , k9, 0.2, 0.4, , 2.2 21.6, , ~ ~, 0.7, , 3.3 32.4, 3.5 34.3, 3.8 37.3, 4.2 41.2, , '100, 110, , 4.7 46.1, ·5.2 51.0, , 120, 130, , 5.6 54.9, , kg, , N, , ~, kg, N, , 8.8, , 5.0 <Ill.l, 5.654.9, 6.3 61.8, 8.9 67.7, 7.5 73.6, 8.2 80.4, 8.8 86.3, , 4.7, , 46.1, , 5.1 50.0, 5.5 54.0, 5.9 57.9, 8.3 81.8, 7.1 59.7, 7.8 76.5, 8.8 84.4, 9.4 92.2, 10.2 100.1, , 54.9, , 6.6, 7.1, 7.5, , 84.7, 89.7, , 8.5, , 83.4, , 73.8, , 9.4, , 92.2, 102.0, 10.4, 11.3 110.9, , 11.010'7.9, 11.8115.8, , 12.2 119.7, 13.2 129.5, 14.1 138.3, , 200, , 15.7 154.0, , 18.8 184.4, , .250, , 19.8192.3, , 140, 150, , 300, 400, , 9.4 92.2, , 23.8 231.5, 28.3 277.8, , (ContInw4, Note. The weight per metlll values alll calculated on the basis that steel weighs 7.85 glom2 and are, rounded off to one decimal place in kg.

Page 80 :
MilD STEEL PLATS, , 75, , TABLE 24 (Contd.), , MILD STEEL FLATS, 18, , 16, , 20, , 25, , 32, , Thickness, , 40, , t, , Weight per metre lenglh, , r-"-1, , kg, , N, , r-"-1, , kg, , N, , r-"-1N, , kg, , mm, Width, b, mm, , CNJ, , I;~, , n, , r-"-1, , kg, , N, 10, 15, 20, 25, , 3.8, , 37.3, , 4.4, , 43.2, , 5.0, , 49.1, , 5.5, , 5.0, , 49.1, , 5.6, , 54.9, , 6.3, , 61.8, , 30, 35, 40, , 5.6, , 54.9, , 6.4, , 62.8, , 7.1, , 69.7, , 8.3, , 61.8, , 7.1, , 69.7, , 7.8, , 76.5, , 6.9, , 87.7, , 7.8, , 76.5, , 8.6, , 84.4, , 96.1, 10.8 105.9, , 7.5, , 73.6, , 8.5, , 83.4, , 9.4, , 92.2, , 11.8115.8, , 15.1, , 148.1, , 8.2, , 80.4, , 9.2, , 90.3, , 10.2, , 100.1, , 12.8 125.6, , 16.3, , 159.9, , 20.4, , 200.1, , 65, , 8.8, , 86.3, , 9.9, , 97.1, , 11.0, , 107.9, , 13.7 134.4, , 17.6, , 172.7, , 22.2, , 215.8, , 70, , 9.4, , 92.2, , 10.6, , 104.0, , 11.8, , 115.8, , 14.7 144.2, , 18.8, , 184.4, , 23.6, , 231.5, , 75, , 10.0, , 98.1, , 11.3, , 110.9, , 12.6, , 123.6, , 15.7 154.0, , 20.1, , 197.2, , 25.1, , 246.2, , 80, , 11.3, , 110.9, , 12.7, , 124.6, , 14.1, , 17.7 173.6, , 22.6, , 221.7, , 28.3, , 277.6, , 90, , 12.6, , 123.8, , 14.1, , 138.3, , 15.7, , 138.3, '154.0, , 19.6 192.3, , 25.1, , 246.2, , 31.4, , 308.0, , 100, , 13.6, , 135.4, , 15.5, , 152.0, , 17.3, , 169.7, , 21.6 211.9, , 27.6, , 270.8, , 34.5, , 338.4, , 110, , 15.4, , 148.1, , 17,9, , 166.8, , 18.8, , 184.4, , 23.6 231.5, , 30.1, , 295.3, , 37.7, , 369.8, , 120, 130, , 45, 9.8, , 50, 55, 60, , 16.3, , 159.9, , 18,4, , 180.5, , 20.4, , 200,1, , 25.5 250.2, , 32.7, , 320.8, , 40,8, , 400.2, , 17.6, , 172.7, , 19.8, , 194,2, , 22.0, , 215.8, , 27.5 269.8, , 35.2, , 345.3, , 44.0, , 431.6, , 140, , 18.8, , 184.4, , 21.2, , 208.0, , 23.6, , 231.5, , 29.4 288.4, , 37.7, , 369.8, , 47.1, , 462.1, , 150, , 25.1, , 246.2, , 28,3, , 277.6, , 31.4, , 308.0, , 39.2384.6, , 50.2, , 492.5, , 62.8, , 618.1, , 200, , 78.5, , 770.1, , 94.2, , 924.1, , 250, 300·, , 31.4, , 308.0, , 35.3, , 346.3, , 39.2, , 384.6, , 62.8, , 37.7, , 369,8, , 42.4, , 415.9, , 47.1, , 462.1, , 49.1 481.7, 58.9 577.8, , 616.1, , 75.4, , 50.2, , 492.5, , 56.5, , 554.3, , 62.8, , 616.1, , 78.5 970.1, , 100.5, , 739.7, 985.9, , 125.6 1232.1, , 400, 2, , Note. The weight per metre values are calculated on the basis that steel weighs 7.B5 g/cm and are, rounded off to one decimal place in kg.

Page 81 :
76, , STEJ;it TABLES-, , TABLE 25, , MILD STEEL FLATS, Thlckn... ·, , 3.0, , 4.0, , 5.0, , 6.0, , 8.0, , 10.0, , 12, , t, , mm, CroP-Sectional' Area in cm 2, , Width, b, , mm, 10, , 0.30, , 0.40, , 0.50, , 0.60, , -, , 15, 20, , 0.45, , 0.60, , 0.90, , 0.60, , 1.20, 1.60, , 25, 30, , 0.75, 0.90, , 0.80, 1.00, , 0.75, 1:00, , 35, , 1.05, , 40, 45, , 1.20, , 1.20, 1.40, , 1.25, 1.50, , 1.20, 1.50, 1.80, , 1.75, , 2.10, , 1.60, 1.80, , 2.00, 2.25, , 2.40, 2.70, , 2.50, , 3.00, 3.30, 3.60, , 50, , 1.35, 1.50, , 2.00, , 55, 60, , 1.65, , 2.20, , 2.75, , 1.80, , 2.40, , 3.00, , 2.00, 2.40, 2.80, 3.20, , 2.00, 2.50, 3.00, , 3.00, 3.60, , 3.50, 4.00, , 4.20, 4.80, , 3.60, 4.00, 4.40, , 4.50, , 5.40, , 5.00, 5.50, , 6.00, 6.60·, 7.80, , 7.20, , 65, , 3.90, , 4.80, 5.20, , 6.0.0, 6.50, , 70, 75, , 4.20, 4.50, , 5.60, 6.00, , 7.00, 7.50, , 80, , 4.80, 5.40, , 6.40, 7.20, , 8.00, , 9.00, , 9.00, , 6.00, , 8.00, 8.80, , 10.00, 11.00, , 10.80, 12.00, , 9.60, 10.40, 11.20, , 12.00, 13.00, 14.00, , 12.00, , 15.00, 20.00, 25.00, , 90, 100, 110, 120, 130, 140, 150, 200, .250, 300, 400, , 8.40, ~.OO, , 13.20, 14.40, 15.60, 16.80, 18.00, 24.00, 30.00, 36.00, (Contmue4

Page 82 :
77, , MILD STEEL FLATS, , TABLE 25 (Contd.), , MILD STEEL FLATS, 16, , 18, , 20, , 25, , 32, , 40, , Thickness, , t, , mm, Cross-Sectional Area in an2, , Wld1h, b, , mm, 10, 15, 20, 25, 4.80, 5.60, 6.40, 7.20, , 6.00, 8.80, , 30, , 6.30, 7.20, 8.10, , 7.00, 8.00, , 35, 40, , 9.00, , 45, , 10.00, , 12.50, 13.75, 15.00, , 19.20, , 16.25, 17.50, , 20.80, 22.40, , 16.75, , 24.00, 25.80, , 9.6~, , 9.00, 9.90, 10.80, , 10.40, , 11.70, , 11.00, 12.00, 13.00, , 11.20, 12.00, 12,60, , 12.60, 13,50, , 14.00, 15.00, , 14.40, , 14.40, , 1~.2O, , 16.00, 16.00, , 20.00, 22,50, , 16.00, 17.60, 19.20, , 16.00, , 20.00, , 19060, , 20.80, 22,40, , g~.40, , 22.00, 24.00, 26.00, , 25.00, 27,50, 30.00 ., , 24.00, 32.00, 40.00, 46.00, 64.00, , ~.~, , 28.00, 30.00, 40,00, , 64,00, , 50.00, 60.00, 60.00, , WIO, , 2~,~, , :11I.00, 4lI,00, 72.00, , 32.50, 35.00, 37.50, 50.00, 62.50, 75.00, 100.00, , 28.80, 32.00, 35.20, 38.40, , 50, 55, 60, 26.00, 26.00, 30.00, , 65, 70, 75, , 32.00, 36.00, , 80, 90, , 40.00, , 100, 110, , 44.00, 48.00, , 41.80, 44.80, , .52.00, 56.00, , 48.00, , 60.00, 80.00, , 64.00, 80.00, 98.00, 128.00, , 100.00, 120.00, 160.00, , 120, 130, 140, 150, 200, 250, 300, 400

Page 83 :
/--, , 78, , STEEL TABLES, , TABLE 26, , MOMENT OF INERTIA OF TWO FLANGES, PER CENTIMETRE WIDTH ABOUT, THEX·XAXIS, , x, , x, h, , c===L, , Thickness, , 9.0, , 10.0, , 11, , 12, , 14, , 16, , 18, , 20, , 22, , 2S, , 127.6, , oiEach, Rang•., , mm, Moment of Inertia in 0114, , Depth, h, , em, 7.5, , 31.9, , 36.3, , 40.9, , 45.7, , 55.9, , 66.9, , 78.8, , 91.6, , 105.3, , 8.0, , 35.8, , 40.6, , 45.8, , 51.1, , 62.3, , 74.4, , 87.4, , 101.3, , 116.2, , 140.4, , 10.0, , 53.6, , 60.7, , 68.0, , 75.6, , 91.4, , 108.3, , 126.3, , 145.3, , 165.5, , 197.9, , 12.5, , 80.9, 113.9, , 91.3, , 101.9, , 112.9, , 135.7, , .159.7, , 185.0, , 211.6, , 239.5, , 15.0, , 128.2, , 142.8, , 157.8, , 188.7, , 221.1, , 255.0, , 290.3, , 327.2, , 283.9, 385.4, , 16.0, , 128.6, , 144.7, , 161.0, , 177.8, , 212.4, , 286.1, , 325.3, , 366.1, , 430.4, , 17.5, , 152.5, , 171.3, , 190.5, , 210.1, , 250.5, , 24$.5, 293.2, , 336.2, , 381.6, , 428.7, , 502.6, , 20.0, , 196.7, , 220.7, , 245.1, , 270.0, , 321.0, , 373.9, , 428.7, , 485.3, , 543.9, , 635.4, , 22.5, , 246.5, , 276.3, , 306.5, , 337.3, , 400.3, , 465.3, , 532.4, , 601.6, , 672.9, , 783.9, , 25.0, , 302.0, , 338.2, , 347.9, , 412.2, , 488.3, , 566.7, , 647.4, , 730.3, , 815.6, , 947.9, , 27.5, , 363.1, , 406.3, , 450.1, , 494.4, , 585.1, , 678.1, , 773.5, , 871.6, , 972.1, , 1127.6, , 30.0, , 429.8, , 480.7, , 532.2, , 584.4, , 690.6, , 799.5, , 911.1, , 1025.3, , 1142.3, , 1322.9, , 32.0, , 487.2, , 544.7, , 602.8, , 661.6, , 781.3, , 903.9, , 1029.2, , 1157.3, , 1283.4, , 1490.4, , 32.5, , 502.1, , 561.3, , 621.1, , 681.7, , 804.9, , 930.9, , 1059.8, , 1191.6, , 1326:3, , 1533.9, , 35.0, , 580.1, , 646.2, , 717.0, , 786.6, , 927.9, , 1072.3, , 1219.8, , 1370.3, , 1524.0, , 1780.4, , 40.0, , 752.9, , 840.7, , 929.3, , 1018.8, , 1200.2, , 1385.1, , 1573.5, , 1765.3, , 1980.7, , 2260.4, , 45.0, , 948.2, , 1058.2, , 1169.1, , 1281.0, , 1507.5, , 1737.9, , 1972.2, , 2210.3, , 2452.4, , 50.0, , 1166.0, , 1300.7, , 1436.4, , 1573.2, , 1849.8, , 2130.7, , 2415.9, , 2705.3, , 2999.1, , 2822.9, "3447.9, , 55.0, , 1406.3, , 1568.2, , 1731.2, , 1895.4, , 2227.1, , 2563.5, , 2904.6, , 3250.3, , 3600.8, , 4135.4, , 60.0, , 1669.1, , 1860.7, , 2053.5, , 2247.6, , 2639.4, , 3036.3, , 3438.3, , 3845.3, , 4257.5, , 4885.4, , 63.0, , 1837.6, , 2048.2, , 2260.1, , 2473.3, , 2903.6, , 3339.2, , 3760.1, , 4226.3, , 4677.9, , 5365.4, , 83.0, , 2945.3, , 3280.7, , 3617.7, , 3956.4, , 4638.6., , 5327.5, , 8032.1, , 6725.3, , 7434.3, , 100.0, , 4581.5, , 5100.7, , 5621.9, , 6145.2, , 7197.8, , 8258.7, , 9327.9 10405.3, , 11491.1, , 8510.4, 13135.4, , 125.0, , 7133.0, , 7938.2, , 8745.9, , 9556.2, , 11184.3, , 12822.7 14471.7 16130.3, , 17799.6, , 20322.9, , 160.0, , 11650.1, , 12980.7, , 14274.5, , 15591.6, , 18235.4, , 20892.3 23562.3 28246.3, , 28941.5, , 33010.4, , 200.0, , 18162.5, , 20200.7, , 22242.9, , 24269.2, , 28393.8, , 32514.7 36651.9 40805.3, , 44975.1, , 51260.4, , 250.0, , 28328.0, , 31500.7, , 34878.4, , 37861.2, , 44241.8, , 50642.7 57083.9 83505.3, , 69967.1, , 79897.9, , Not•. To obtain the Moment of Inertia of two Flanges of a particular Width, miJltiply the value obtained, from the Table by that width.

Page 84 :
MOMENT OF INERTIA OF 1WO FLANGES. PER CENTIMETRE, , 79,, , TABLE 26 (Contd.), , MOMENT OF INERTIA OF TWO FLANGES, PER CENTIMETRE WIDTH ABOUT, THEX·XAXIS, , x, , x, h, , c===:L, , 28, , 32, , 36, , 40, , 45, , 50, , 56, , 63, , 71, , 80, , Thickness, of each, Range, , . mm, Momen~ of Inertia in cm, , 4, , Depth, h, em, , 152.2, , 188.6, , ,167,0, , 206,2, , 233,0, , 284.2, , 331.4, , 399.8, , 447.2, , 535.4, , 229.6, , 275.2, , 339.2, , 250,0, , 298.7, , 340.7, , 402.7, , 474.4, , 555.2, , 665.4, , 630.5, , 870.8, , 641,6, , 816.4, , 1046:3, , 7.5, , 685,8, , 866.6, , 1109,3, , 878.6, , 1097.7, , 1381,3, , 8.0, 10,0, , 411.3, , 509.8, , 366.8, , 443,3, , 547.2, , 488.2, , 583.3, , 710.7, , 766.5, , 946.6, , 1155.0, , 1423.4, , 1766.3, , 12.5, , 1020.8, , 1217.5, , 1793.5, , 2201.3, , 15.0, , 498.5, , 595.3, , 699.3, , 732.7, 810,7, , 960.8, , 1123.3, , 1335.6, , 1470.8, 1808.1, , 1951,5, , 2389.3, , 580.6, , 691,0, , 809.2, , 935.2, , 1104.2, , 1286.5, , 1523.4, , 1826.0, , 2208.0, , 2686.3, , 16.0, 17,5, , 731.4, , 866.6, , 1010.3, , 1162.7, , 1365.8, , 1583.3, , 1864.3, , 2220.5, , 2666.8, , 3221.3, , 20.0', , 1911.5, , 2240.2, , 2654.4, , 3170.0, , 22.5, , 899.8, , 1062.2, , 1234.0, , 1415.2, , 1595,2, , 1085.6, , 1480.1, 1748,8, , 1692.7, , 1973.2, , 2270.8, , 2651.1, , 3127,7, , 3717.6, , 1289.0, , 1211.8, 1513,4, , 3808.3, 4441.3 ., , 1995.2, , 2319.2, , 2661.5, , 3097.0, , 3640.4, , 4309.6, , 5126,3, , 27.5, , 1509,8, , 1769.a, , 2039.9, , 2322.7, , 2693.2, , 3083.3, , 35n,9, , 4192.4, , 4945.9, , 5061.3, , 30.0, , 1699.1, , 1967.9, , 2269.0, , 2602.7, , 3012,8, , 3443,3, , 3987,8, , 4662.4, , 5484.4, , 6485.3, , 32.5, , 1748,2, , 2044,6, , 2353.6, , 2675.2, , 3095,4, , 3536.5, , 4093,8, , 4783,8, , 6526,6, , 6846.3, , 35,0, , 2004.0, 2568.2,, , 2340,2, , 2689,7, , 3052.7, , 3525.8, , 4020.8, , 4644.7, , 5414.6, , 31,5, , 3428,5, , 3882.7, , 4470,8, , 5083.3, , 5851,5, , 6794.3, , 8351.7, 7935,0, , 7481.3, , 2991,4, , 9301.3, , 40,0, , 3202,4, , 37220$, , 4259,3, , 4812,7, , 5528,2, , 6270,8, , 7198,3, , 8331.5, , 9695.8, , 11321.3, , 45.0, , 4SIl!l.8, , e179,1, , 5842.7, , 6698.2, , 7583.3, , 8685,1, , 10026,2 11634,1, , 13541,3, , 50,0, , 4680.8, , 5425.0, , 6186.9, , 6972.7, , 7980.8, , 9020,8, , 639U, , 7285.7, , 8202.7,, , 9375.8, , 10583/3, , 12078.7 13688.1, , 15961.3, 16043.2 ,18581,3, , 55,0, , 5525.0, 6065.2, , 7017.4, , 7991.6, , 8988.7, , 10266.8, , 11580.8, , 13206.0 15169.5 17504.4, , 20249,3, , 63.0, , 9601.8, , 121lll7.9, , 14122.7, , '16080.8, , 18083.3, , 20545.9 23501.9 26991.4, , 31061.3, , 80,0, , 14798.6, , 110al,0, 17045,6, , 21642.7, , 24585.8, , 27583.3, , 31253.1 35635.7 40779.6, , 46741.3, , 100,0, , 22869,6, , 26301,a, , 19327.1, 29776.1, , 37109.0, , 42620,2, , 57582.6, , 66089.6, 102661.3, , 3906,6, , 89474.6, , 46164.7, 74692,1, 116771.1, , 10311,9 11878.4 13749.9, , 25.0, , 60.0, , 33292,7, , 37748.2, , 42270.8, , 47787.1, , 70841,3, , 125,0, , 53802.7, , 60900.8, , 68083.3, , 76814.7 87157.1 99184.2 112981.3, , 160.0, , 83242.7, , 94110.8 105083.3 118389.1 134104.7 152320.6 173141.3, , 200.0, , 129042.7 145748.2 162583.3 182957.1206964,2234716.1 266341.3, , 250.0, , 54346.7 62006.1, , Note. To obtain the Moment of Inertia of two Flanges ofa particular width, multiply the value obtained, from the Tabla by that width.

Page 85 :
STEFL TABLFS, , 80, , x, , TABLE 27, , ~o-t-t+-~ J, , MOMENT OF INERTIA OF ONE, WEB PLATE ABOUT ITS X-X AXIS, , h, , ~, , Thickness, , I, , 8.0, , 8.0, , 7.0, , _m_Im_~~~~, , ----:-:, , 25.6, 50.0, 97.7, 204.8, 400.0, 781.2, 1638.4, 3200.0, 6250.0, 12502.4, , . 25600.0, 50000.0, 97666.2, 204800.0, 40000000, 781250.0, , ThiCkness, 1, mm, Depth, h, em, , 8.0, 10.0, 12.5, 16.0, 20.0, 25.0, 32.0, 40.0, 50.0, 63.0, 80.0, 100.0, 125.0, 160.0, 200.0, 250.0, , II, , 10.0, -.--, , 12, -,--_, , Moment of Inertial In an', , Depth, h, em, , 8.0, 10.0, 12.5, 18.0, 20.0, 25.0, 32.0, 40.0, 50.0, 83.0, 80.0, 100.0, 125:0, 180.0, 200.0, 250.0, , 9.0, , 29.9, 58.3, 113.9, 238.9, 466.7, 911.5, '911.5, 3733.3, 7291.7, 14586.1, 29866.7, 58333.3, 113932.3, 238933.3, 466666.7, 911458.3, 14, , 34.1, 66.7, 130.2, 273.1, 533.3, 1041.7, . 2184.5, 4266.7, 8333.3, 16669.8, 34133.3, 66666.7, 130208.3, 273066.7, 533333.3, 1041666.7, 16, , 38.4, 75.0, 146.5, 307.2, 600.0, 1171.9, 2457.6, 4800.0, 9375.0, 18753.5, 38400.0, 75000.0, 146464.4, 307200.0, 600000.0, 1171875.0, , 42.7, 83.3, 162.8, 341.3, 666.7, 1302.1, 2730.7, 5333.3, 10416.7, 20837.2, 42666.7, 83333.3, 162760.4, 341333.3, 686666.7, 1302083.3, , 46.9, 91.7, 179.0, 375.5, 733.3, 1432.3, 3003.7, 5866.7, 11458.3, 22921.1, 46933.3, 91866.7, 179036.5, 375466.7, 733333.3, 1432291.7, , 51.2, 100.0, 195.3, 409.6, 800.0, 1562.5, 3276.8, 6400.0, 12500.0, 25004.7, 51200.0, 100000.0, 195312.5, 409600.0, 800000.0, 1562500.0, , 20, , 22, , 25, , 85.3, 166.7, 325.5, 682.7, 1333.3, 2604.2, 5461.3, 10666.7, 20833.3, 41674.5, 85333.3, 166666.7, 325520.8, 682666.7, 1333333.3, 2604166.7, , 93.9, 183.3, 358.1, 750.9, 1466.7, 2864.6, 6007.5, 11733.3, 22918.7, 45842.0, 93866.7, 183333.3, 358072.9, 750933.3, 1466666.7, 2864583.3, , 106.7, 208.3, 406.9, 853.3, 1666.7, 3255.2, 6826.7, 13333.3, 26041.7, 52093.1, 106666.7, 208333.3, 406901.0, 853333.3, 1666666.7, 3255208.3, , 18, , Moment of Inertia in cm 4, , I, 59.7, 116.7, 227.9, 477.9, 933.3, 1822.9, 3822.9, 7466.7, 14583.3, 29172.2, 59733.3, 116666.7, 227864.4, 477866.7, 933333.3, 1822916.7, , 68.3, 133.3, 260.4, 546.1, 1066.7, 2083.3, 4389.1, 8533.3, 16666.7, 33339.6, 68266.7, 133333.3, 260416.7, 546133.3, 1086666.7, 2083333.3, , 76.8, 150.0, 294.6, 614.4, 1200.0, 2343.8, 4915.2, 9600.0, 18750.0, 37507.0, 76800.0, 150000.0, 292968.8, 614400.0, 1200000.0, 2234375.0, , .

Page 86 :
REDUCTION FOR AREA FOR RIVET HOLES, , 81, , TABLE 28, , REDUCTION FOR AREA FOR RIVET HOLES, Diameter of, Rivet, , 12, , 14, , 16, , 18, , 20, , 22, , 24, , 13.5, , 15.5, , 17.5, , 19.5, , 21.5, , 23.5, , 25.5, , mm, Rivet Hole, Diameter, , mm, Areaaf Rivet Holes in cm 2, , Thickness of, , Metal, , mm, 5.0, 6.0, 8.0, 10.0, 12.0, 14.0, 16.0, 18.0, 20.0, 22.0, 25.0, 28.0, 32.0, 36.0, 40.0, 45.0, 50.0, 56.0, 63.0, , Diameter of, , 0.88, 1.05, 1.40, 1.75, 2.10, 2.45, 2.80, 3.15, 3.50, 3.85, 4.38, 4.90, 5.60, 6.30, 7.00, 7.88, 8.75, 9.80, 11.02, , 0.98, 1.17, 1.56, 1.95, 2.34, 2.73, 3.12, 3.51, 3.90, 4.29, 4.88, 5.46, 6.24, 7.02, 7.80, 8.78, 9.75, 10.92, 12.28, , 1.08, 1.29, 1.72, 2.15, 2.58, 3.01, 3.44, 3.87, 4.30, 4.73, 5.38, 6.02, 6.89, 7.74, 8.60, 9.68, 10.75, 12.04, 13.54, , 1.18, 1'.41, 1.88, 2.35, 2.82, 3.29, 3.76, 4.23, 4.70, 5.17, 5.88, 6.58, 7.52, 8.46, 9.40, 10.58, 11.75, 13.16, 14.80, , 1.28, 1.53, 2.04, 2.58, 3.06, 3.57, 4.08, 4.59, 5.10, 5.61, 6.38, 7.14, 8.16, 9.18, 10.20, 11.48, 12.75, 14.28, 16.06, , 30, , 33, , 36, , 39, , 42, , 48, , 32.0, , 35.0, , 38.0, , 41.0, , 44.0, , 50.0, , 2.05, 2.46, 3.28, 4.10, 4.92, 5.74, 6.56, 7.38, 8.20, 9.02, 10.25, 11.48, 13.12, 14.76, 16.40, 18.45, 20.50, 22.96, 25.83, , 2.20, 2.64, 3.52, 4.40, 5.28, 6.16, 7.04, 7.92, 8.80, 9.68, 11.00, 12.32, 14.08, 15.84, 17.60, 19.80, 22.00, 24.64, 27.72, , 2.50, 3.00, 4.00, 5.00, 6.00, 7.00, 8.00, 9.00, 10.00, 11.00, 12.50, 14.00, 16.00, 18.00, 20.00, 22.50, 25.00, 28.00, 31.50, , 0.68, 0.81, 1.08, 1.35, 1.62, 1.89, 2.16, 2.43, 2.70, 2.97, 3.38, 3.78, 4.32, 4.86, 6.40, 6.08, 6.75, 7.56, 8.50, , 0.78, 0.93, 1.24, 1.55, 1.86, 2.17, 2.48, 2.79, 3.10, 3.41, 3.88, 4.34, 4.96, 5.58, 6.20, 6.98, 7.75, 8.68, 9.76, , 27, , 29.0, , Rivet, , mm, Rivet Hole, Diameter, , mm, Area of Rivet Holes in cm 2, , Thickness of, Metal, , mm, 5.0, 6.0, 8.0, 10.0, 12.0, 14.0, 16.0, 18.0, 20.0, 22.0, 25.0, 28.0, 32.0, 36.0, 40.0, 45.0, 50.0, 56.0, 63.0, , 1.45, 1.76, 2.32, 2.90, 3.48, 4.06, 4.64, 5.22, 5.80, 6.38, 7.25, 8.12, 9.28, 10.44, 11.60, 13.05, 14.50, 16.24, 18.27, , 1.60, 1.92, 2.56, 3.20, 3.84, 4.48, 5.12, 5.76, 6.40, 7.04, 8.00, 8.96, 10.24, 11.52, 12.80, 14.40, 16.00, 17.92, 20.16, , 1.75, 2.10, 2.30, 3.50, 4.20, 4.90, 5.60, 6.30, 7.00, 7.70, 8.75, 9.80, 11.20, 12.60, 14.00, 15.75, 17.50, 19.60, 22.05, , 1.90, 2.28, 3.04, 3.80, 4.56, 5.32, 6.08, 6.84, 7.60, 8.36, 9.50, 10.64, 12.16, 13.68, 15.20, 17.10, 19.00, 21.28, 23.94

Page 87 :
82, , STEEL TAllLES, , TABLE 29, , STRIp·, 1.60, , Thickness, , 1.80, , 2.00, , 2.24, , 2.50, , 2.80, , 3.15, , t, , mm, Wid1h, , Weight per metre (VV), , b, , mm, , r-""'-l, , r-""'-l, , r-""'-l, , r-""'-l, , r-""'-l, , r-""'-l, , kg., , N, , kg, , N, , kg, , N, , kg, , N, , kg, , N, , kg, , .. N, , kg, , N, , 100, , 1.3, , 12.8, , 1.4, , 13.7, , 1.6, , 15.7, , 1..8, , 17.7, , 2.0, , 19.6, , 2.2, , 21.6, , 2.5, , 24.5, , 125, , 1.6, , '15.7·, , 1.8, , 17.7, , 2.0 .19.6, , 2.2, , 21.6, , 2.4, , 23.5, , 2.7, , 26.5, , 3.1, , 30.4, , 160, , 2.0, , 19.6, , 2.3, , 22.6, , 2.5, , 24.5, , 2.8, , 27.5, , 3.1, , 30.4, , 3.5, , 34.3, , 4.0, , 39.2, , 200, , 2.5, , 24.5, , 2.8, , 27.5, , 3.1, , 30.4, , 3.5 34.3, , 3.9 38.3·, , 4.4, , 43.2, , 4.9, , 48.1, , 250, , 3.1, , 30.4, , 3.5, , 34.3, , 3.9 38.3, , 4.4 43.2, , 4.9 48.1, , 5.5, , 54.0, , 6.2, , 60.8, , 320, , 4.0, , 39.2, , 4.5, , 44.1, , 5.0, , 5.6, , 6.3 61.8, , 7.0, , 88.7, , 7.0, , 77.5, , 400, , 5.0, , 49.0, , 5.6, , 54.9, , 6.3 61.8, , 7..0 68.7, , 7.8, , 8.8, , 86.3, , 9.9, , 97.1, , 500, , 6.3, , 61.8, , 7.1, , 69.7, , 7.8, , 76.5, , 8.8· 86.3, , 9.8 96.1, , 11 ..0 107.9, , 12.4 121.6, , 650, , 8.2, , 80.4, , 9.2, , 90.3, , 10.2100.1, , 11.4 111.8, , 12.8 125.6, , 14.3140.3, , 16.3 157.9, , 800, , 10,0, , 98.1, , 11.3110.9, , 12.6 123.8, , 14.1 138.3 '15.7 154.0, , 17.6 172.7, , 19.3 194.2, , 13.4 131.5, , 14.9 146.2, , 16.7 183.8, , 18.6 182.5, , 20.9205.0, , 23.5 230.5, , 16.5 161.9, , 18.5 181.5, , 20.6 202.1, , 23.1 226.8, , 26.0 255.1, , 20.2 198.2, , 22.6 221.7, , 25.3 248.2, , 28.4 278.6, , 24.5 240.3, , 27.5 289.8, , 30.9 303.1, , 28.8 280.6, , 32.1, , 950, 1050, 1150, 1250, , ., , 49.0, , 54.9, , 76.5, , 1300, , 314.9, , 35.8 351.2, , 1450, 1550, , r-""'-l, , -, , 38.3 375.7, (COl1~nuedj, , Note. Combinations denoted by dashes are not manufactured.

Page 88 :
83 ., , STRIP, , TABLE 29 (Contd.), , STRIP, 4.00 ., , 3.55, , 4.50, , 5,0, , 6.0, , 8.0, , 10.0, , Thickness, t, , mm, Weight per metre (W), , Width, b, , ~, kg, N, , mm, , I"'''--''''''~''--l, , f-"~, , ~, , ~, , ~, , k.g, , N, , kg, , N, , .kg, , N, , kg, , kg, , N, , r--"--,, kg, N, , 2.8, , 27.5, , 3.1, , 30.4, , 3.5, , 34.3, , 3.9 38.3 .. 4.7, , 46.1, , 6.3 61.8, , 7.8, , 76.5, , 100, , 3.5, , 34,3, , 3.9 38.3, , 4.4, , 43.2, , 4.9 48.1, , 5.9, , 57.9, , 7.8, , 76.5, , 9.8, , 96.1, , 125, , 4.5, , 44.1, , 8.0 49.1, , 5.6 .54.9, , 6.3 61.8, , 7.5, , 73.6, , 10.0 98.1, , 12.6, , 123.6, , 160, , 5.6, , 54.Q, , U, , 61.8, , 7.1, , 69.7, , 7.6 76.6, , 9.4, , 92.2, , 12.6 123.6, , 15.7, , 154:0, , 200, , 7.0, , 68.1, , 7.8 7M, , 6.6, , 86.3, , 9.8 96.1, , 11.8115.8, , 15.7154.0, , 19.6, , 192.3, , 250, , 6.9, , 87.$, , 10;0 88,1, , 11.3110.9, , 12.6123.6, , 15.1 148.1, , 20.1 197.2, , 25.1, , 246.2', , 320, , 11.1 lOU, , leU, , 123.6, , 14.1 136.3, , 15.7154.0, , 18.8 164.4, , 25.1 246.2, , 31.4, , 306.0, , 400, , 13.9 136.4, , 1U 184.0, , 17.7 173.6, , 19.6192.3, , 23.6 231.5 31.4 308.0, , 39.2, , 384.6, , 500, , 18.1 111.6, , 200,1, , 23.0225.6, , 25.5260.2, , 30.6300.2 40.8400.2, , 51.0, , 500.3, , 650, , 22.3 218,8, , 24M, , 28.3277.6, , 31.4308.0, , 37.7389.8 50.2492.5, , 62.8, , 616.1, , 800, , 26.5 280.JI, , 2fiHt3, , 33.6329.6, , 37.3365.9, , 44.7438.5, , 59.7 586.7, , 74.6, , 731.8, , 960, , 29.328M, , 37.1 364.0, , 41.2404.2, , 49.5485.6 65.9646.5, , 82.4, , 808.3, , 1050, , 32.031U, , 40.6398.3, , 45.1442.4, , 54.2531.7, , 72.2708.3, , 90.3, , 885.8, , 1150, , 34.8, , Mf,4, , 44.2 433.6, , 49.1481.7, , 58.9 577.8, , 78.5 770.1, , 98.1, , 962.4, , 1260, , 36.2, , 366,'1, , 45.9450.3, , 51.0500.3 . 61.2 800.4, , 81.6 800,5, , 102,0 1000.6, , 1300, , N, , 40.4, , 51.2 502.3 . 56.9558.2, , 68.3670.0, , 91.1 893.7, , 113.8 1116.4, , 1450, , 43.2, , 54.7 536.6, , 73.0 716.1, , 97.3954.5, , 121.7 1193.9, , 1550, , 60.8596.4

Page 89 :
STEEL TABLES, , TABLE SO, , SHEET, 0.40, , Standard, , /, , 0.50, , 0.63, , 0/80, , 0.90, , 1.00, , 1.12, , 1.25, , 14.8, 18.5, 22.2, 24.6, 27.1, 29.5, 30.8, 34.5, 36.9, 16.9, 21.1, 25.3, 28.1, 30.9, 33.8, 35.2, 39.4, 42.2, 19.0, 23.7, 28.5, 31.7, 34.8, 38.0, 39.6, 44.3, 47.5, 21.1, 26.4, 31.7, 35.2, 38.7, 42.2, 44.0, 49.2, 52.8, , 16.5, 18.5, 20.6, 23.1, 24.7, 27.7, 27.5, 30.8, 30.2, 33.8, 33.0, 36.9, 38.5, 34.3, 38.5, 43.1, 41.2, 46.2, 18.8, 21.1, 26.4, 23.6, 31.7, 28.3, 31.4, 35.2, 34.5, 38.7, 37.7, 42.2, 39.2, 44.0, 44.0, 49.2, 47.1, 52.8, 21.2, 23.7, 26.5, 29.7, 31.8, 35.6, 35.3, 39.6, 38.9, 43.5, 47.5, 42.4, 44.2, 49.5, 49.5, 55.4, 53.0, 59.3, 23.6, 26.4, 29.4, 33.0, 35.3, 39.6, 39.2, 44.0, 43.2, 48.4, 47.1, 52.8, 49.1, 55.0, 55.0, 61.5, 58.9, 65.9, (Continued), , 1.40, , Nominal, Thickness, (mm), , Size, mmxmm, , Standard, , Nominal, Surface, , Weight in kg, , Area, in m2, 2800 x 600, , 750, 900, 1000, 1100, 1200, 1250, 1400, 1500, 3200 x 600, , 750, 900, 1000, 1100, 1200, 1250, 1400, 1500, 3600 x 600, 750, .900, 1000, 1100, 1200, 1250, 1400, 1500, 4000 x 600, 750, 900, 1000, 1100, 1200, 1250, 1400, 1500, , 5.3, 6.6, 7.9, 8.8, 9.7, 10.6, 11.0, 12.9, 13.2, 6.0, 7.5, 9.0, 10.0, 11.1, 12.1, 12.6, . 14.1, 15.1, 6.8, 8.5, 10.2, 11.3, 12.4, 13.6, 14.1, 15.8, 17.0, 7.5, 9.4, 11.3, 12.6, 13.8, 15.1, 15.7, 17.6, 18.8, , 1.68, 2.10, 2.52, 2.80, 3.08, 3.36, 3.50, 3.92, 4.20, 1.92, 2.40, 2.88, 3.20, 3.52, 3.48, 4.00, 4.84, 4.80, 2.16, 2.70, 3.24, 3.60, 3.96, 4.32, 4.50, 5.04, 5.40, 2.40, 3.00, 3.60, 4.00, 4.40, 4.80, 5.00, 5.60, 6.00, I, , ., , 6.6, 8.2, 9.9, 11.0, 12.1, 13.2, 13.7, 15.4, 16.5, 7.5, 9.4, 11.3, 12.6, 13.8, 15.1, 15.7, 17.6, 18.8, 8.5, 10.6, 12.7, 14.1, 15.5, 17.0, 17.7, 19.8, 21.2, 9.4, 11.8, 14.1, 15.7, 17.3, 18.8, 19.5, 22.0, 23.6, , 8.3, 10.4, 12.5, 13.8, 15.2, 16.6, 17.3, 19.4, 20.8, 9.5, 11.9, 14.2, 15:8, 17.4, 19.0, 19.8, 22.2, 23.7, 10.7, 13..4, 16.0, 17.8, 19.6, 21.4, 22.3, 24.9, 26.7, 11.9, 14.8, 17.8, 19.8, 21.8, 23.7, 24.7, 27.7, 29.7, , 10.6, 13.2, 15.8, 17.6, 19.3, 21.1, 22.0, 24.6, 26.4, 12.1, 15.1, 18.1, 20.1, 22.1, 24.1, 25.1, 28.1, 30.1, 13.6, 17.0, 20.3, 22.6, 24.9, 27.1, 28.3, 31.7, 33.9, , 5.1, 18.8, 22.6, 25.1, 27.6, 30.1, 31.4, 35.2, 37.7, , 11.9, 14.8, 17.8, 19.8, 21.8, 23.7, 24.727.7, 29.7, 13.6, 17.0, 20.3, 22.6, 24.9, 27.1, 28.3, 31.7, 33.9, 15.3, 19.1, 22.9, 25.4, 28.0, 30..5, 31.8, 35.6, 38.2, 17.0, 21.2, 25.4, 28.3, 31.1, 33.9, 35.3, 39.6, 42.4, , 13.2, 16.5, 19.8, 22.0, 24.2, 26.4, 27.5, 30.8, 33.0, 15.1, 18.8, 22.6, 25.1, 27.6, 30.1, 31.4, 35.2, 37.7, 17.0, 21.2, 25.4, 28.3, 31.1, 33.9, 35.3, 39.6, 42.4, 18.8, 23.6, 28.3, 31.4, 34.5, 37.7, 39.2, 44.0, 47.1

Page 90 :
85, , SHEET, , TABLE, , SHEET, 1.60, , 1.80, , 2.00, , 2.24, , 2.50, , 2.80, , 4.00, , Standard, Nominal, Thickness, (mm), , Standard, , Size, , Nominal, , mmxmm, , Surface, , Weighl in kg, , Area, , 21.1, 26.4, 31.7, 35.2, 38.7, 42.2, 44.0, 49.2, 52.8, 24.1, 30.1, 36.2, 40.2, 44.2, 48.2, 50.2, 56.3, 60.3, 27.1, 33,9, 40.7, 45.2, 49.7, 54.3, 56.5, 63.3, 67.6, 30.1, 37.7, 45,2, 50.2, 55.3, 60.3, 62.3, 70.3, 75.4, , 23.7, 29.7, 35.6, 39.6, 43.5, 47.5, 49.5, 55.4, 59.3, 27.1, 33.9, 40.7, 45.2, , 26,4, 33.0, 39.6, 44.0, 46,4, , 5U, 55.0, , oU, 5U, , :30,1, '$T,1, , 45,l!, 60,2, , 49:1, , 5M, , 54.3, 56.5, 63.3, 67.8, 30.5, 36,2, 45,6, 50.9, 56.0, 61.0, 63.6, 71.2, 76.3, 33.9, 42.4, 50.9, 56.5, 62.2, 67.6, 70.6, 79.1, 64.8, , 00,3, 02,6, , 29.5, 36.9, 44.3, 49.2, 54.2, 59.1, 61.5, 68.9, 73.9, 33,8, 42.2, 50.6, 56.3, 51.9, 67,5, 76.3, 76.8, , 33.0, 41.2, 49.5, 55.0, 60.4, 65.9, 68.7, 76.9, 82.4, 37.7, 47.1, 56.5, 62.6, 69.1, 75.4, 76.5, 87.9, 94.2, 42.4, 59.0, 63.6, 70.6, , n.7, , 64.8, 86.3, 96.9, 106,0, 47,1, 66.9, 70,6, 76.5, 86.4, 94,2, 109,1, , 36.9, 46.2, 55.4, 61.5, 67.7, 73.9, 76.9, 86.2, 92.3, 42.2, 52.8, 63.3, 70.3, 77.4, 84.4, 87.9, 98.5, 105.5, 47.5, 59.3, 71.2, 79.1, 67.0, 95.0, 96.9, 110.6, 118.7, 52.6, 65.9, 79.1, 67.9, 96.7, 105.5, 109.9, 123.1, 131.9, , 41.5, 51.9, 62.3, 69.2, 76.2, 63.1, 86.5, 96.9, 103.8, 47.5, 59.3, 71.2, 79.1, 87.0, 95.0, 96.9, 110,8, 116.7, 53.4, 66.6, 60.1, 89.0, 97.9, 106.6, 111.3, 124.6, 133.5, 59.3, 742, 89.0, 89.0, 106.8, 116.7, 123.8, 136.5, 146.4, , 7',1l, 1l8,8, , 52.8, 6$.9, 70.1, 87.9, , 011.11, 0],$, , lQl1.2, 117,0, , 53,5, 6M, 80,3, 69,2, 96,1, 110,7, 111.5, 124,8, 133,8, 60,2, 75.2, 90.3, 100.3, 110.4, 120.4, 125.4, 140,5, 150.5, 58.9, 63.6, 100.3, 11.5, 122.6, 133.8, 139.3, 156.1, 167.2, , 146,7, 160.7, 67,8, 84,6, 101.7, 113.0, 124.3, 135.6, 141.3, 158,3, 169.6, 75.4, 94.2, 113,0, 125.6, 138.2, 150.7, 157,0, 175.8, 166.4, , inm2, 1.68, 2.10, 2.52, 2.80, 3.08, 3.36, 3.50, 3.92, 4.20, 1.92, 2.40, 2,88, 3.20, 3.52, 3.64, 4.00, 4.48, 4.80, 2.16, 2.70, 3.24, 3.60, 3.96, 4.32, 4.50, 4.04, 5.40, 2.40, 3.00, 3.60, 4.00, 4.40, 4.80, 5.00, 5.40, 6.00, , 2800 x 600, 750, 900, 1000, 1100, 1200, 1250, 1400, 1500, 3200 x 600, 750, 900, 1000, 1100, 1200, 1250, 1400, 1500, 3600 x 600, 750, 900, 1000, 1100, 1200, 1250, 1400, 1500, 4000 x 600, 750, 900, 1000, 1100, 1200, 1250, 1400, 1500

Page 91 :
(ef"'@, , STEEL TAllLI'S, , TABLES1, , SAFE LOADS FOR SINGLE ANGLE STRUTS, SINGLE BOLTED OR SINGLE RIVETED END CONNECTIONS, Effective Lengths, in Metres, , 0.50, , 1.00, , 1.50, , 2.00, , 2.50, , 3.00, , 3.50, , Size, , Safe Loads in kg, , Ax Bxt, , ~, , r, , 50 x 50 x 4.0, , 3637.1, , 2657.8, , 1462.0, , 792.3, , 5.0, , 4490.1, , 3281.2, , 1804.9, , 978.1, , 6.0, , 5315.3, , 3847.6, , 2094.8, , 1130.3, , 55 x 55 x 5,0, , 4989.6, , 3923.0, , 2315.3, , 1305.4, , 798.9, , 6,0, , 59?7.0, , 4659.9, , 2753.8, , 1550.6, , 949.0, , 8.0, , 7744.8, , 6089.2, , 3598.4, , 2026.2, , 1240.1, , 10.0, , 9486.9, , 7458.9, , 4407.8, , 2482.0, , 1519.0, , 60 x60x 5,0, , 5453.8, , 4573,6, , 2922.7, , 1729.6, , 1060.9, , 6.0, , 6519.2, , 5410.4, , 3430.3, , 2018.5, , 1238.0, , <J), , 8.0, , 8539.8, , 7087,4, , 4493.4, , 2644.1, , 1621.8, , -', ('J, , 10.0, , 10484.1, , 8701.1, , 5516.5, , 3246.1, , 1991.0, , «, -', «, ::J, , 65 x 65 x-5.0, , 5218.0, , 3585.0, , 2226.9, , 1383.8, , 925.0, , 6.0, , 6212.4, , 4267.6, , 2650,9, , 1659.1, , 1101.1, 1415.2, , w, , z, , 0, , w, , 1, , I, I, , l, , 8.0, , 8120.3, , 5533.9, , 3416.0, , 2137.4, , 10.0, , 9984.0, , 4804.0, , 4200,0, , 2428.0, , 1740.0, , 70 x 70 x 5.0, , 5838.4, , 4292,2, , 2801.4, , 1789.9, , 1195.4, , 6.0, , 8950.9, , 5110.0, , 3335.2, , 2106.1, , 1411.3, , 8.0, , 9097.7, , 6647.4, , 4324.0, , 2724.4, , 1827.2, , 10,0, , 11195.9, , 6180.5, , 5321.3, , 3352.6, , 2248.6, , 75 x 75 x 6.0, , 7655.4, , 5953.8, , 4020.0, , 2643.9, , 1782.2, , 1259,2, , 8.0, , 10041.7, , 7766.8, , 5221.1, , 3423.1, , 2303.3, , 1629.6, , 10.0, , 12371.2, , 9568.6, , 6432.4, , 4217.2, , 2837.6, , 2007.7, (ConUn~

Page 92 :
l, , SAFE LOADS FOR SINGLE ANGLE SlRUlS, , 87, , TABLE 31 (Contd.), , SAFE LOADS FOR SINGLE ANGLE STRUTS, SINGLE BOLTED OR SINGLE RIVETED END CONNECTIONS, Effective Lengths, in Metre,, , 1.00, , 1.50, , 2.~, , 2.50, , 3.00, , 3.50, , ~", , Siz., Ax a)(t, , Safe Loodsln kg, , ~~-;;,~, 80)( 8O)l 6.0, , 6347.1, , 6804.0, , 4787.1, , 3242.2, , 2212.9, , 1574.7, , 8.0, , 10953.6, , 8892.5, , 6228.3, , 4210.0, , 2870.6, , 2042.7, , 10,0, , 13501.4, , 10960.9, , 7877.0, , 5169.2, , 3538.3, , 2517.9, , 12,0, , 15952.4, , 12896.2, , 89110,5, , ilO$6,1, , 4131.9, , 2940.4, , ",,,'cq:, , 60.411. 5.0, , 2776.0, , 1358.5, , 725,9, , 6.0, , 3295.1, , 1612.5, , 861.$, , 1f.6, , 4227.4, , 2044.4, , 101lO.S, , 3563.1, , 1939.9, , 1046.7, , 4185.0, , 2253.1, , 121206, , <J), , 5470.6, , 2945.3, , 1585,Q, , -', , 3739.2, , 20:35.8, , 1098.6, , :i-', , 4443.7, , 2419.3, , 130M, , !), , 5745.2, , 3093.1, , 16114.5, , 7044.2, , 3792.5, , 2040.9, , 5371.4, , 3194.1, , 1808.6, , 1110.2, , 6982.5, , 4126.3, , 232:!.4, , 1422.0, , 8575.5, , 5067.6, , 286306, , 1746.4, , 5596.5, , 3327.9, , 18114.4, , 1157,8, , 2422,5, , 1482.6, , 2877,4, , 1022,9, , 65'~45, , w, l!l, , «, aw, , 7280.2, , 4302.2, , 8947.7, , 5287.6, , 9559.9, , 6667.4, , 11739.0, , 8125.8, , 13884.0, , 9610.6, , 2623.1, , 1751.0, , 5069.0, , 3178.9, , 2115.5, , 5000.3, , 3759.7, , 2502.1, , 8 0iven in 1his Table are 1abulated lor IlIlIo 01 slenderness up to but not exceeding 250., ill'\l!l8 rloht side of 1he zig-zag dotted lin••flI for ratio of slenderness exceeding 180., .....l'14•• ·¥""I" 19 hll99d, , on the requirements spec~ied In 'le.9, 1.1, , of IS : B00-1956.

Page 93 :
88, , STEEL TABUS, , TABLE 32, , SAFE LOADS FOR SINGLE ANGLE STRUTS, DOUBLE BOLTED OR DOUBLE RIVETED OR WELDED END CONNECTIONS, Effective Lengths, , 1.0, , 1.5, , 2.0, , 2.5, , 3.0, , 3.5, , in Metres, , Size, Safe loads In kg, , AxBxC, , r-"'-l, , mm mm mm, , l:l, ...., , "«....z, «, ::>, 0, , w, , 50 x 50 4.0, , 3323.2, , 1826.3, , 991.0, , -, , 5.0, , 4102.8, , 2254.7, , 1223.4, , -, , 6.0, , 4810.4, , 2617.9, , 1414.3, , 55x 55)( 5.0, , 4906.4., , 2898.0, , 1836.3, , 995.5, , 6.0, 8.0, , 5828.1, 7615.8, , 3442.4, 4498.2, , 1943.7, 2539.9, , 1182.5, 1545.2, 1892.8, , 10.0, , 9328.6, , 5510.0, , 3111.2, , 60 x 60 x5.0, , 5717.2, , 3653.6, , 2160.3, , 1327.1, , 6.0, , 6764.1, , 4288.0, , 2521.2, , 1547.9, , 8.0, , 8860.5, , 5617.0, , 3302.7, , 2027.6, , 10.0, , 10877.9, , 8895.9, , 4054.6, , 2489.3, , 65)(65 x 5.0, , 6516.9, , 4482.5, , 2785.6, , 1744.4, , 1153.8, , 6.0, , n57.7, , 5336.0, , 3316.0, , 2076.5, , 1373.4, , 8.0, , 10140.6, , 6919.8, , 4274.9, , 2674.2, , 1786.6, , 10.0, , 12468.0, , 8508.0, , 5256.0, , 3288.0, , 2172.0, , 7292.6, , 5365.2, , 3497.4, , 2213.8, , 1481.3, , 70x70x5.0, , 6.0, , 8682.2, , 6387.6, , 4163.8, , 2635.6, , 1763.5, , 8.0, , 11362.9, , 8309.5, , 5398.9, , 3411.0, , 2281.0, , 10.0, , 13983.5, , 10225.9, , 6641.5, , 4197.6, , 2807.1, , 75x75x6.0, , 9563.2, , 7444.1, , 5026.3, , 3301.2, , 2230.8, , 1571.8, 2034.7, , 8.0, , 12.544.2, , 9710.6, , 6528.7, , 4275.5, , 2882.6, , 10.0, , 15454.2, , 11983.3, , 8043.3, , 5267.3, , 3551.3, , 2506.8, , 80)(80)(6.0, , 10430.8, , 8508.7, , 5984.8, , 4056.9, , 2774.0, , 1983.0, , 8.0, , 13687.4, , 11120.9, , 7785.1, , 5267.4, , 3597.1, , 2544.6, , 10.0, , 16871.0, , 13707.5, , 9595.9, , 6492.6, , 4433.7, , 3136.4, , 12.0, , 19934.7, , 16128.7, , 11238.1, , 7588.8, , 5175.6, , 3660.0, , (ConlinuecO

Page 94 :
·89, , SAFE LOADS FOR SINGLE ANGLE STRUTS, , TABLE 32 (Contd.), , SAFE LOADS FOR SINGLE ANGLE STRUTS, DOUBLE BOLTED OR DOUBLE RIVETED OR WELDED END CONNECTIONS, Effectlvo Longth., In Metros, , 1.5, , 2.0, , 2.5, , Sile, AxO)(C, , 3.0, , fil, , I, , 2798.0, 3409.4, 4042.0, , 5269.5, , 3054.9, 3735.6, 4434.4, , 1~,0, , 10454.2, 12815.1, 15193.0, , 7472.8, 9143.4, 10840.0, , 5244.3, 6398.2, 7596.4, , 100. 100.0,0, 10,0, 12,0, , 16270.3, 20072.8, 23027.9, , 13253.9, 16299.2, 19348.3, , 9914.2, 12160.2, 14435.0, , 7317.9, 8g57.4, 10633.1, , 64~.6, , 7849.0, , 3979.9, 4860.3, 5789.6, , 110.110. Q,O, , 186n.7, 23111.2, 27409.4, 33752.4, , 15969.9, 19760.6, 23386.2, 28798.1, , 12531.8, 15506.5, 18304.6, 22540.8, , 9496.5, 1174g.4, 13968.6, 17085.7, , 7148.7, 6843.1, 10408.3, 12817.0, , 5386.8, 6665.5, 7843.8, 9658.9, , 4141.0, 5123.9, 6029.8, 7425.2, , -, , 26222.8, 31203.6, 38451.7, , 22481.3, 26751.5, 32900.8, , 18176.0, 21628.4, 26547.4, , 14402.0, 17137.8, 21011.1, , 11382.2, 13520.4, 19649.8, , 8853.7, 10535.4, 12863.5, , 38232.3, 47242.0, 56038.6, , 34814.2, 42720.1, 50807.2, , 29840.8, 38773.7, 43501.6, , 24886.9, 30382.4, 35898.4, , 20190.2, 24829.5, 29310.9, , 16502.9, 20273.4, 23906.9, , 6n35.8, 80604.0, 109783.5, , 64938.3, n259.9, 105187.3, , 61169.7, 72745.9, 98940.2, , 66084.9, 66883.1, 90546.1, , 49910.9, 59269.2, 80339.7, , 43419.4, 51518.0, 69949.7, , j(, , 8,0, , 10.0, , ...., :§, , 3778.5, 4608.3, 5463.4, , 4.5, , 13761.0, 16932.9, 20074.9, , 90:K 90, , z0(, , 4.0, , Sale Load. In kg, , rh;-;;~"'~;~hl, , fa, ...., Cl, , 3.5, , 10,0, 1M, 111,0, , ....., , 1.5, , 2.0, , 2.5, , 3.0, , 3.5

Page 95 :
STEEL TABU",, , 90, , TABLE 32 (Contd.), , SAFE LOADS FOR SINGLE ANGLE STRUTS, DOUBLE BOLTED OR DOUBLE RIVETED OR WELDED END CONNECTIONS, , .., EfteclIve Lenglh., , 1.0, , 1.5, , 2.0, , 2.5, , 3.0, , 3.5, , in Me1res, Size, AxBxe, , Safe Load. I" kg, , ~, rom mm mm, , ~, , (ll, , ~, , !, z, , :>, , 6Ox4Ox5.0, , 3471.0, , 1697.4, , 903.9, , 6.0, , 4120.0, , 2014.8, , 1072.9, , 8.0, , 5285.8, , 2555.2, , 1360.5, , 65x48 x 5.0, , 4454.7, , 2424.3, , 1309.7, , 8.0, , 5232.5, , 2817.5, , 1516.9, , 8.0, , 8839.9, , 3683.0, , 1982.9, , 70x48x5.0, , 4674.9, , 1374.5, , 6.0, , 5555.7, , 2544.2, 3023.5, , 8.0, , 7183.2, , 3867.9, , 2082.4, , 10.0, , 8807.3, , 4742.4, , 2553.2, , 75x50x6.0, , 6718.2, , 3994.6, , 2266.1, , 1382.6, , 8.0, , 8732.8, , 5158.1, , 2912.5, , 1771.9, , 10.0, , 10725.1, , 6334.8, , 3577.0, , 2176.1, , 8Ox50x6.0, , 6999.7, , 4161.9, , 2361.1, , 1440.5, , 1633.4, , 8.0, , 9105.2, , 5378.0, , 3036.7, , 1847.4, , 10.0, , 11190.6, , 6609.8, , 3732.2, , 2270.6, , 90x 60 x 8.0, , 11939.6, , 8336.5, , 5240.4, , 3285.9, , 10.0, , 10161.5, , 6352.1, , 3960.2, , 2636.7, , 12.0, , 14660.1, 17338.8, , 12018.2, , 7512.8, , 4707.5, , 3118.5, , 100 x65 x 8.0, , 13657.3, , 10227.0, , 6733.7, , 4282.6, , 2891.1, , 10.0, , 16605.1, , 8211.0, , 5212.9, , 3509.9, , 2179.6, , loox75x8.0, , 15067.4, , 12510.4, 12438.2, , 8861.7, , 6077.5, , 4148.3, , 2935.2, , 10.0, , 18582.3, , 15279.0, , 10840.5, , 7405.2, , 5055.6, , 3580.5, , 12.0, , 22028.5, , 18112.6, , 12850.9, , 8778.5, , 5993.2, , 4244.5, (Contit1uB4

Page 96 :
SAFE LOADS FOR SINGLE ANGLE STRUTS, , TABLE lJll'tJ"l>etJ,, , SAFE LOADIFtlti.INGLE ANGLE STRUTS, DOUBLE BOLTED OR DOUElLlll'lfVllillO OR WELDED END CONNECTIONS, Effective Len9ths, in Metres, , 1,0, , 1,5, , Size, , Sale Load. in kg, , AxBxC, , ~, mm mm mm, 125 x 75 x 10,0, (J), , w, , ..J, , (!l, , z«, ;;!, , :J, , zlil, :J, , 21513.5, , 125x 95 x 10.0, , 12,0, 150x75x12.0, , 28853.2, , 15ox115x12.0, 15.0, 200 x 100 x 15.0, , 17892.1, , 121149.11., , 1li!7U, , I.~ 6057.9, , 22552.4, 26746.1, , la7~4.Q, , 14~71U, , 10676.1, , 221114.7, , 11\l!4l!,6, , 12577.4, , 9182.6, , 23724.1, , 16a32.3, , 11'!!1U, , 7a50.0, , 5559.5, , 34444.8, 42498.9, , 31133.4, , ;;t~llmUi, , 20831.6, , 35360.4, 3982a.2, , 16353.6, 20065.7, , 31l1llU, , 23~24.7, , 17625.4, , 6lff1l7.~, , 47029.0, 56780.0, , 40230.2, 4765a.6, , 6.0, , 7.0, , 46779.9, , 200 x 150 x 15.0, , 56757.4, 67451.1, , 18.0, Effective Lengths, , 4.0, , 4.5, , 2~~77.4, , 62611U, , 5.0, , 4304.2, 7811,0, , in Metres, , Size, Safe Load. In kg, , AxBxC, , ~, mm mm mm, 125 x 75 x 10.0, 125x95xl0.0, , 31a5.a, 5a91,9, , 4508.8, , G, , 12.0, 150 x 75 x 12.0, , 6924.5, , 5300.8, , i, , 150x115x12,0, , (J), , w, , ~,, , :l, , 15.0, 200 x 100 x 15.0, 200 x 150 x 15.0, 18.0, , 9a73.5, 12096.4, 10207.3, 27898.a, 33023.4, , 3552.4, 4171,7, 7a74.5, 9631.4, aOal,1, 23160.2, 27364.1, , .....",, , '635U, , ~213.2, , 7777.9, , 6374.6, , -~~:~:'l, , 15003.6, , 1120M, , 1867~.0, , 13230.9, , Note 1-The safe loads give in 1his Table are tabulated for ratio of slmdemeu up to but nol exceeding 250., 2-The values on 1he righl side ol1he zig-zag dotted lines are for mIlo of siR""'''''" exceeding 180., 3-This Table is based on the requirements specffied in 18.9.1.1 of IS: 800·1956.

Page 97 :
STEEL TABLES, , 92, , TABLE 33, , AREAS OF ROUND BARS IN SLABS PER METRE, WIDTH FOR DIFFERENT SPACINGS, Dia.of, bars (mm), , Spacln9 of bars (em), 6, , 8, , 10, , 12, , 14, , 16, , 18, , 20, , 22, , 24, , 26, , 28, , 30, , '5, , 3.27, , 2.45, , 1.96, , 1.64, , ;'40, , 1.23, , 1.09, , 0.98, , 0.89, , 0.82, , 0.75, , 0.70, , 0.65, , 6, , 4.71, , 3.53, , 2.83, , 2.63, , 2.02, , 1.76, , 1.57, , 1.41, , 1.28, , 1.18, , 1.09, , 1.01, , 0.94, , 7, , 6.41, , 4.81, , 3.85, , 3.20, , 2.75, , 2.40, , 2.17, , 1.92, , 1.75, , 1.60, , 1.48, , 1.37, , 1.28, , 8, , 8.37, , 6.28, , 5.02, , 4.19, , 3.59, , 3.14, , 2.79, , 2.51, , 2.28, , 2.09, , 1.93, , 1.79, , 1.67, , 10, , 13.09, , 9.82, , 7.85, , 6.54, , 5.61, , 4.91, , 4.38, , 3.93, , 3.57, , . 3.27, , 3.02, , 2.80, , 2,62, , 11, , 15.84, , 11.88, , 9.50, , 7.92, , 6.79, , 6.94, , 5.28, , 4.75, , 4.32, , 3.98, , 3.85, , 3.39, , 3.17, , 12, , 18.85 . 14.14, , 11.31, , 9.42, , 8.08, , 7.07, , 6.28, , 5.65, , 5.14, , 4.71, , 4.35, , 4.04, , 3.77, , 14, , 26.65, , 15.39 12.83 11.00, , 9.62, , 8.55, , 7.70, , 7.00, , 6.41, , 5.92, , 5.50, , 5.13, , 7.18, , 7.70, , 9.08, , 8.48, , 16, , 33.54, , 19.24, 25.13, , 20.10 16.76 14.36, , 12.56 11.18 10.05, , 9.14, , 8.38, , 7.73, , 15.90 14.14 12.75 11.56, , 10.60, , 9.78, , 18, , 42.41, , 31.80, , 25.44 21.20 18.17, , 20, , 52.36, , 39.27, , 31.41, , 26.18 22.44, , 19.84 17.45 15.71 14,29, , 13.09 12.08, , 11.22 10.47, , 22, , 47.51, , 38.01, , 31.67 27.15, , 23.75 21.12 19.00 17.28, , 15.84 14.62, , 13.57 13.67, , 25, , 61.36, , 49.08 40.90 35.06, , 30.68 27.27 24.54 22.31, , 20.45 18.88, , 17.53 16.36