000			04691nam a2200157Ia 4500
020			_a0863113370
082			_a624.1821 _bSRI
100			_aSridhara, B. N.
245			_aStructural steel handbook for IS:226 and IS:2062 steels.
260			_aHyderabad _bUniversities Press (India) Ltd. _c1992
300			_axiii;28;14;8;26;6;46;40;18;36;8;10p.
500			_aForewordvii Acknowledgements ix Introductionxi General Nomenclaturexiii PART 1 Explanatory Notes on Tables 1.1-1.28 PART 2Dimensions and Properties of Rolled Sections2.1-2.14 TABLE 2 - 1 Rolled Steel Beams 2-2 TABLE 2 - 2 Rolled Steel Channels 2-4 TABLE 2 - 3 Rolled Steel Equal Angles2-6 TABLE 2 - 4 Rolled Steel Unequal Angles 2-10 TABLE 2 -5 Rivet Gauge Distance in Legs of Angles 2-12 PART 3 Safe Loads for Beams and Channels in Bending, with Compression Flange Adequately Restrained against Lateral Rotation 3.1-3.8 TABLE 3 -1 Safe Uniform Load on Beams (kN) 3-1 with Adequate Lateral Support for Compression Flange TABLE 3 - 2 Safe Uniform Load on Channels (kN) 3-6 with Adequate Lateral Support for Compression Flange PART 4 Maximum Permissible Bending Compressive Stress (oj in Beams, Channels and Compound Sections for various Effective Lengths of Compression Flange 4.1-4.26 TABLE 4 -1 Maximum Permissible Bending 4-2 compressive Stress (MPa) for Rolled l-Beams TABLE 4 - 2Maximum permissible bending compressive stress a (MPa) for Rolled Channels 4-6 TABLE 4 - 3Maximum permissible bending compressive stress a (MPa) for Rolled l-Beams with Top Channel 4-10 TABLE 4 - 4Maximum permissible bending compressive stress a (MPa) for Rolled l-Beams with Top Channel and Bottom Flange Plate 4-14 TABLE 4 - 4Maximum permissible bending compressive stress a (MPa) for Rolled l-Beams with Top Flange Angles 4-18 PART 5 Permissible Direct Stress in Compression (ogc) for various Slenderness Ratios 5.1-5.6 TABLE 5 -1 Permissible direct stress in Compression aac (MPa) for various slenderness ratios 5-2 PART 6 Safe Loads for Concentrically Loaded Stanchions 6.1-6.46 TABLE 6 -1 Single-Joist Stanchions : Safe Concentric Load (kN) 6-2 TABLE 6 - 2 Double-Joist Stanchions Safe Concentric Load (kN)6-6 TABLE 6 - 3 Single-Channel Stanchions : Safe Concentric Load (kN) 6-18 TABLE 6 - 4 Double-Channel Box Stanchions: Safe Concentric Load (kN)6-22 TABLE 6 - 5 Double-Channel Stanchions: Safe Concentric Load (kN)6-26 TABLE 6 - 6 Double-Channel Stanchions with Channels Back to Back : Safe Concentric Load (kN) 6-30 PART 7 Safe Loads for Single and Double-Angle Struts 7.1-7.40 TABLE 7 -1 Single Equal-Angle Struts Safe Load (kN)7-2 (Single-bolted end-connection) TABLE 7 - 2 Single Unequal-Angle Struts Safe Load (kN) 7-4 (Single-bolted end-connection) TABLE 7 - 3 Single Equal-Angle Struts Safe Load (kN) 7-6 (Double-bolted or welded end-connection) TABLE 7 - 4 Single Unequal-Angle Struts Safe Load (kN) 7-12 Double-bolted or welded end-connection) TABLE 7 - 5 Double Equal-Angle Struts Safe Load (kN)7-16 (Double-bolted or welded end connection with gusset inbetween) TABLET - 6 Double Unequal-Angle Struts Longer legs back-to-back Safe Load (kN) 7-26 (Double-bolted or welded end-connection with gusset inbetween) TABLE 7 - 7 Double Unequal-Angle Struts Shorter legs back-to-back Safe Load (kN) 7-30 (Double-bolted or welded end-connection with gusset inbetween) TABLE 7 - 8 Starred Equal-Angle Struts Safe Load (kN) 7-34 (Double-bolted or welded end-connection) PART 8 Safe Loads for Single and Double-Angle Ties 8.1-8.18 TABLE 8 -1 Single Equal-Angle Ties Connected by one leg Safe Load (kN) 8-2 TABLE 8 - 2 Single Unequal-Angle Ties Shorter leg only connected Safe Load (kN) 8-7 TABLE 8 - 3 Single Unequal-Angle Ties Longer leg only connected Safe Load (kN) 8-8 TABLE 8 - 4 Double Equal-Angle Ties Connected by one leg Safe Load (kN) 8-10 TABLE 8 - 5 Double Unequal-Angles Ties Shorter legs only connected Safe Load (kN) 8-15 TABLE 8 - 6 Double Unequal-Angle Ties Longer legs only connected Safe Load (kN) 8-16 PART 9 Welded Plate Girders 9.1 - 9.36 TABLES 9-1 ' Welded Plate Girders 9.1 - 9.36 TO 9 -17 Properties and maximum permissible bending compressive stress a (MPa) PART 10 Beam Connections 10.1-10.8 TABLE 10-1 Framed Beam Connections 10-1 TABLE 10-2Stiffened Seated Beam Connections 10 - 6 PART 11 Design of Weld Groups 11.1 -11.10 TABLES 11-1 Parallel Weld groups 11 - 2 & 11 - 3 &11 -2 TABLES 11-3 Channel-Profile Weld Groups 11 - 4 & 11 - 5 &11 -4 TABLES 11 - 5 Box-Profile Weld Groups 11 - 6 & 11 - 7 &11 -6 TABLES 11-7 Angle-Profile Weld Groups 11 - 8 & 11 - 9 &11 -8
890			_aIndia
891			_aSchool of Building Science & Technology, CEPT Uni.
999			_c32432 _d32432