CHAPTER 1. INTRODUCTION 1.1 STRUCTURAL DIESIGN 1.2 TYPES OF STRUCTURES 1.3 STRUCTURAL ELEMENTS 1.4 BEAMS AND GIRDERS 1.5 TENSION MEMBERS 1.6 CMPRESSION MEMBERS 1.7 STRUCTURAL STEEL 1.8 STRUCTURAL STEEL SECTIONS 1.9 METHODS OF DESIGN 1.10 STANDARD SPECIFICATIONS AND CODES OF PRACTICE 1.11 MERITS AND DEMERITS OF CONSTRUCTION IN STRUCTURAL STEEL TER 2 LOADS AND STRESSES 2.1 INTRODUCTION 2.2 DEAD LOADS 2.3 LIVE LOADS 2.4 WIND LOADS 2.5 EARTHQUAKE FORCES 2.6 SOIL AND HYDROSTATIC PRESSURES 2.7 OTHER FORCES 2.8 LOAD COMBINATIONS 2.9 STRESS STRAIN RELATIONSHIP FOR MILD STEEL 2.10 FACTOR OF SAFETY 2.11 PERMISSIBLE STRESSES TER 3 STEEL WORK CONNECTIONS: I RIVETED CONNCETIONS 3.1 TYPES OF CONNECTIONS 3.2 RIVET AND RIVETING 3.3 RIVET SIZE , RIVET HOLE AND CONVENTIONAL SYMBOLS 3.4 COMMON DEFINITIONS 3.5 WORKING STRESSES IN RIVETS 3.6 TYPES OF RIVETD JOINTS 3.7 MODES F FAILURE OF A RIVETED JOINT 3.8 STRENGTH OF RIVETED JOINT 3.9 DESIGN OF RIVETED JOINT: AXIAL AXIAL LOAD 3.10 RIVETED JOINT IN FRAMED STRUCTURES 3.11 RIVETED JOINTS IN CYLINDRICAL AND SPHERICAL SHEELS 3.12 RIVETED JOINT SUBJECTED TO MEMENT ACTING IN HE PLANE OF THE JOINT 3.13 RIVETED JOINT SUBJECTED TO MEMENT ACTING PERPENDICULAR TO THE PLANE OF JOINT CHAPTER 4 STEELWORK CONNECTIONS:II BOLTED & PINNED CONNECTIONS 4.1 INTRODUCTION 4..2 BOLT TYPES 4.3 ORDINARY UNFINISHED OR BLACK BOLTS 4.4 TURNED AND FITTED BOLTS 4.5 HIGH STRENGTH FRICTION GRIP BOLTS 4.6 PROOF LOADS OF HTFG BLTS 4.7 TYPES OF BOLTED CONN ECTIONS 4.8 DESIGN OF BOLUTE SHEAR CONNECTION 4.9 BOLTS SUBJECTED TO EXTERNAL TENSION 4.10 COMBINED SHEAR AND TENSION 4.11 INSTALLATION OF HTFG BOLTS 4.12 PINNED CONNECTIONS CHAPTER -5 STEELWORK CONNECTIONS: III WELDED CONNECTIONS 5.1 INTRODUCTION 5.2 ADVANTAGES OF WELDING 5.3 DISADVANTAGES OF WELDING 5.4 TYPES OF WELDS AND WELDED JOINTS 5.5 BUTT WELD OR GROOVE WELD 5.6 FILLET WELDS 5.7 DEFECTS IN WELDING 5.8 WORKING STRESSES IN WELDS 5.9 DESIGN OF FILET WELDS FOR AXIAL LOADS 5.10 FILLET WELDING OF UNSYMMETRICAL SECTIONS AXIAL LOAD 5.11 DESIGN OF BUTT WELDS 5.12 DESIGN OF PLUG AND SLOT WELDS 5.13 ECCENTRICALLY LOADED FILLET WELDED JOINTS 5.14 ECCENTRICALLY LOADED BUTT WELDED JOINTS CHAPTER-6 DESIGN OF TENSION MEMBERS 6.1 INTRODUCTION 6.2 TYPES OF TENSION MEMBERS 6.3 NET SECTIONAL AREA: PLATES 6.4 NET EFFECTIVE AREA FOR ANGLES AND TEES IN TENSION 6.5 PERMISSIBLE STRESSES 6.6 DESIGN OF MEMBERS SUBJECTED TO AXIAL TENSION 6.7 DESIGN OF MEMBERS SUBJECTED TO AXIAL TENSION AND BENDING 6.8 TENSION SPLICES 6.9 LUG ANGLE CHAPTER 7 DESIGN OF COMPRESSION MEMBERS 7.1 INTRODUCTION 7.2 MODES OF FAILURE OF A COLUMN 7.3 BUCKING FAILURE : EULER’S THEORY 7.4 IDEAL END CONDITTIONS AND EFFECTIVE 7.5 PRACTICAL END CONDITIONS AND EFFECTIVE LENGTH FACTORS 7.6 RADIUS OF GYRATION AND SLENDERNESS RATIO 7.7 VARIOUS COLUMN FORMULAE 7.8 DESIGN FORMULA: I.S. CODE FORMULA 7.9 COMMON SHAPES OF COMPRESSION MEMBERS 7.10 STRENGTH OF COMPRESSION MEMBERS 7.11 GENERAL SPECIFICATIONS FOR COMPRESSION MEMBERS 7.12 DESIGN OF COMPRESSION MEMBERS 7.13 DESIGN OF BUILT-UP COMPRESSION MEMBERS: LACED AND BATTENED COLUMNS 7.14 LACINGS 7.15 BATTEN PLATES 7.16 PERFORATED COVER PLATES 7.17 COLUMN SPLICES 7.18 ENCASED COLUMNS CHAPTER-8 DESIGN OF FLECURAL MEMBERS : BEAMS 8.1 INTRODUCTION 8.2 MODES OF FAILURE: CRITERIA FOR DESIGN 8.3 BENDING STRESS 8.4 SHEAR STRESS 8.5 BEARING STRESS 8.6 DEFLECTION OF STRESSES 8.7 COMBINATION OF STRESSES 8.8 LATERALLY SUPPORTED BEAMS 8.9 DESIGN OF LATERALLY SUPPORTED BEAM 8.10 LATERALLY UNSUPPORTED BEAM 8.11 DESIGN OF LATERALLY UNSUPPORTED BEAM 8.12 WEB CRIPPLING 8.13 SSSSSWEB BUCKING 8.14 BULT-UP BEAMS 8.15 DESIGN OF UNSYMMETRICALLY PLATED BEAMS 8.16 DESIGN OF UNSYMMETRICALLY PLATED BEAMS 8.17 DESIGN OF DEPENDED BEAM 8.18 DESIGN OF LINTELS 8.19 ENCASED BEAMS 8.20 FILLER JOIST FLOORS 8.21 JACK ARCH ROOF CHAPTER – 9 GANTRY GIRDERS 9.1 INTRODUCTION 9.2 LOADS ACTING ON GANTRY GIRDER 9.3 PERMISSIBLE STRESSES 9.4 TYPES OF GANTRY GIRDERS AND CRANE RAILS 9.5 CRANE DATA 9.6 MAXIMUM MOMENTS AND SHEARS 9.7 CONSTRUCTION DETAILS 9.8 DESIGN PROCEDURE CHAPTER-10 BEAM COLUMNS 10.1 INTRODUCTION 10.2 MOMENT MAGNIFICATION: DIFFERENTIAL EQUATION APPROACH 10.3 MOMENT MAGNIFICATION: SIMLIFIED TREATMENT 10.4 COMPRESSIVE LOAD WITH UNIXIAL BENDING INTERACTION EQUATION 10.5 INTERACTION EQUATION FOR BIAXIAL BENDING 10.6 DESIGN PROCEDURE CHAPTER-11 DESIGN OF COLUMN BASES AND FOOTINGS 11.1 INTRODUCTION 11.2 SLAB BASES 11.3 GUSSETED BASES 11.4 MOMENT RESISTANT BASES FOR COLUMNS 11.5 ATTACHED BASE PLATE WITH INITIALLY TENSIONED BOLTS 11.6 ATTACHED BASE WITH UNTENSIONED BOLTS 11.7 UNATTACHED BASES 11.8 BASES SUBJECTED TO BENDING ABOUT TWO AXES 11.9 COLUMN FOUNDATIONS 11.10 INDEPENDENT GRILLAGE FOUNDATIONS 11.11 COMBINED GRILLAGE FOOTING CHAPTER 12 RIVETED BEAM CONNECTIONS 12.1 TYPES OF BEAM CONNECTINS 12.2 SIMPLE BEAM END CONNECTIONS 12.3 DESIGN OF FRAMED BEAM CONNECTION 12.4 DESIGN OF UNSTIFFEND SEAT CONNECTIONS 12.5 DESIGN OF STIFFENED SEAT CONNECTIONS 12.6 MOMENT RESISTANT CONNECTIONS 12.7 SMALL MOMENT RESISTANT CONNECTIONS: CLIP ANGLE CONNECTIONS 12.8 LARGE MOMENT RESISTANT CONNECTIONS 12.9 BEHAVIOUR OF RIVETED JOINT CHAPTER 13 WELDED BEAM CONNECTIONS 13.1 TYPES OF WELDED BEAM CONNECTIONS 13.2 DIRECT WEB FILLET WELDED CONNECTIONS 13.3 DIRECT WEB BUTT WELDED CONNECTION 13.4 WELDED DOUBLE PLATE FRAMED CONNECTION 13.5 WELDED DOUBLE ANGLE FRAMED CONNECTION 13.6 UNSTIFFENED WELDED SEAT CONNECTION 13.7 STIFFENED WELDED SEAT CONNECTION 13.8 MOMENT RESISTANT WELDED CONNECTIONS CHAPTER 14 DESIGNS OF PLATE GIRDERS 14.1 INTRODUCTION 14.2 COMPONENTS OF A PLTE GIRDER 14.3 DESIGN ELEMENTS 14.4 SELF WEIGHT AND ECONOMICAL DEPTH 14.5 IMPACT FACTOR 14.6 BASIC DESIGN ASSUMPTIONS 14.7 DESIGN OF WEB PLATE 14.8 DESIGN OF FLANGES 14.9 CURTAILMENT OF FLANGE PLATES 14.10 CONNECTION OF FLANGE ANGLES TO WEB 14.11 CONNECTION OF FLANGE ANGLE TO COVER PLATE 14.12 INTERMEDIATE VERTICAL STIFFENERS 14.13 HORIZONTAL STIFFENERS 14.14 BEARING STIFFENERS 14.15 WEB SPLICES 14.16 FLANGE SPLICES 14.17 DESIGN OF RIVETED PLATE GIRDER 14.18 DESIGN OF WELDED PLATE GIRDER CHAPTER-15 UNSYMMETRICAL BENDING 15.1 INTRODUCTION 15.2 CENTROIDAL PRINCIPAL AXES OF A SECTION 15.3 GRAPHICAL METHOD FOR LOCATING PRINCIPAL AXES 15.4 MOMENTS OF INERTIA PEFERRED TO ANY SET OF RECTANGULAR AXES 15.5 BENDING STRESS IN BEAM SUBJECTED TO UNSYMMETRICAL BENDING 15.6 RESOLUTION OF BENDING MOMENT INTO TWO COMPONENTS ALONG PRINCIPAL AXES 15.7 RESOLUTION OF B.M. INTO ANY TWO RECTANGULAR AXES THROUGH THE CENTROID 15.8 LOCATION OF NEUTRAL AXIS 15.9 GRAPHICAL METHOD: MOMENTAL ELLIPSE 15.10 THE Z-POLYGON 15.11 DEFLECTION OF BEAM UNDER UNSYMMETRICAL BENDING CHAPTER 16 DESIGNS OF ROOF TRUSSES 16.1 INRODUCTION 16.2 TYPES OF ROOF TRUSSES 16.3 COMPONENTS OF A ROOF TRUSS 16.4 ECONOMICAL SPACING OF ROOF TRUSSES 16.5 SPACING OF PURLINS 16.6 SAG RODS FOR PURLINS 16.7 LATERAL BRACING OF END TRUSSES 16.8 ROOF COVERINGS 16.9 LOADS ON ROOF TRUSSES 16.10 DESIGN OF ROOF TRUSS 16.11 DESIGN OF ROOF TRUSS CHAPTER-17 DESIGN OF ROUND TUBULAR STRUCTURES 17.1 INTRODUCTION 17.2 SECTIONAL PROPERTIES OF ROUND TUBES 17.3 GRADES OF STEEL TUBES 17.4 TUBULAR TENSION MEMBERS 17.5 TUBULAR COMPRESSION MEMBERS 17.6 TUBULAR FLEXURAL MEMBERS 17.7 COMBINED BENDING AND AXIAL STRESSES 17.8 TUBULAR TRUSSES 17.9 CONNECTIONS CHAPTER 18- DESIGN IN LIGHT GAUGE STEEL 18.1 INTRODUCTION 18.2 FORMS OF LIGHT-GAUGE SECTIONS 18.3 SHAPES FOR DECKS AND PANELS 18.4 IMPORTANT DEFINITIONS 18.5 LOCAL BUCKLING OF THIN ELEMENTS 18.6 EFFECTIVE DESIGN WIDTH OF STIFFENED COMPRESSION ELEMENTS 18.7 MULTIPLE STIFFENED COMPRESSION ELEMENTS 18.8 BASIC DESIGN STRESS (IS: 801-1975) 18.9 COMPRESSION ON UNSTIFFENED ELEMENTS 18.10 MAXIMUM ALLOWABLE OVERALL FLAT-WIDTH RATOIS 18.11 MAXIMUM ALLOWABLE WEB DEPTH 18.12 PROPERTIES OF SECTIONS 18.13 AXIALLY LOADED COMPRESSION MEMEBERS 18.14 LATERALLY SUPPORTED BEAMS 18.15 LATERALLY UNSUPPORTED OR UNBRACED BEAMS 18.16 CONNECTIONS CHAPTER 19 DESIGNS OF STEEL CHIMNEYS 19.1 INTRODUCTION 19.2 DIMENSIONS OF STELL STACKS 19.3 CHIMNEY LINING 19.4 BREECH OPENINGS AND ACCESS LADDER 19.5 LOADING AND LOAD COMBINATIONS 19.6 DESIGN CONSIDERATIONS 19.7 STABILITY CONSIDERATIONS 19.8 DESIGN OF BASE PLATE 19.9 DESIGN OF FOUNDATION BOLTS 19.10 DESIGN OF FOUNDATION CHAPTER 20 DESIGNS OF STEEL TANKS 20.1 INTRODUCTION 20.2 DESIGN LOADS 20.3 PERMISSIBLE STRESSES 20.4 THICKNESS OF METAL (IS:805-1969) 20.5 STAND PIPES 20.6 CYLINDRICAL TANKS WITH SUPENDED BOTTOM 20.7 STRESSES IN SPHERICAL BOTTOM 20.8 STRESSES IN CONICAL BOTTOM 20.9 STRESSES IN CONNECTION BETWEEN SIDE AND BOTTOM PLATES 20.10 SUPPORTING RING BEAM 20.11 STAGING FOR CYLINDRICAL TANKS 20.12 RECTANGULAR ELEVATED TANKS 20.13 RECTANGULAR PRESSESD STEEL TANKS 20.14 DESIGN EXAMPLES CHAPTER 21 DESIGNS OF TOWERS AND MASTS 21.1 INTRODUCTION 21.2 LATTICE TOWER CONFIGURATIONS AND BRACINGS 21.3 LOADS ACTING ON LATTICE TOWERS 21.4 ANALYSIS AND DESIGN OF LATTICE TOWERS 21.5 MASTS 21.6 TRANSMISSION LINE TOWERS 21.7 LOADS ON TRANSMISSION LINE TOWERS 21.8 EFFECT OF TEMPERATURE VARIATION ON CONDUCTORS AND EARTH WIRES 21.9 ANALYSIS AND DESIGN OF TRANSMISSION LINE TOWERS 21.10 FOUNDATIONS FOR TOWERS CHAPTER-22 INFLUENCE LINES FOR STRESSES IN FRAMES 22.1 INTRODUCTION 22.2 PRATT TRUSS WITH PARALLEL CHORDS 22.3 PRATT TRUSS WITH INCLINED CHORDS 22.4 WARREN TRUSS WITH INCLINED CHORDS 22.5 WAREN TRUSS WITH INCLINED CHORDS 22.6 K-TRUSS 22.7 BALTIMORE TRUSS WITH SUB-TIES: THROUGH TYPE 22.8 BALTIMORE TRUSS WITH SUB-TIES:DECK TYPE 22.9 BALTIMORE TRUSS WITH SUB-STRUTS: THROUGH TYPE 22.10 PENNSYLVANIA OR PETTIT TRUSS WITH SUB-TIES 22.11 PENNSYLVANIA TRUSS WITH SUB-STRUTS 22.12 BRACED CANTILEVER WITH SUSPENDED SPAN GIRDER CHAPTER 23 SPACE FRMES 23.1 INTRODUCTION 23.2 METHOD OF TENSION COEFFICIENTS APPLIED TO SPACE FRAMES 23.3 ILLISTRATIVE EXAMPLES CHAPTER 24 MULTI-STORY BUILDING 24.1 INTRODUCTION: BUILDING FRAMES 24.2 BRCING OF MULTISTOREY BUILDING FRAMES 24.3 DIAPHRAGMS, SHEAR WALLS OR CORES 24.4 TUBE STRUCTURES 24.5 SUBSTITUTE FRAMES 24.6 ANALYSIS FOR VERTICAL LOADS 24.7 METHODS OF COMPUTING B.M 24.8 ANALYSIS OF FRAMES SUBJECTED TO HORIZONTAL FORCES 24.9 PORTAL METHOD 24.10 CANTILEVER METHOD 24.11 FACTOR METHOD CHAPTER 25 INDUSTRIAL BUILDINGS 25.1 INTRODUCTION 25.2 PLANNING AND STRUCTURAL FRAMING 25.3 MAJOR COMPONENTS OF AN INDUSTRIAL BUILDING 25.4 BRACING OF INDUSTRIAL BUILDING 25.5 BRACING OF INDUSTRIAL BENTS IN TRANSVERSE DIRECTION 25.6 ANALYSIS OF BRACED BENTS CHAPTER 26 PLASTIC ANALYSES AND DESIGN 26.1 INTRODUCTION 26.2 THE DUCTILITY OF STEEL 26.3 ULTIMATE LOAD CARRYING CAPACITY OF MEMBERS CARRYING AXIAL TENSION 26.4 PLASTIC BENDING OF BEAMS 26.5 STAGES OF BENDING OF RECTANGULAR SECTIONS 26.6 EVALUATION OF FULLY PLASTIC MOMENT 26.7 EVALUATION OF SHAPE FACTOR 26.8 MOMENTS-CURVATURE RELATIONSHIPS 26.9 PLASTIC HINGE 26.10 LOAD FACTOR 26.11 CONDITIONS AND BASIC THEOREMS OF PLASTIC ANALYSIS 26.12 DETERMINATION OF COLLAPSE LOAD FOR SOME STANDARD CASES OF BEAMS 26.13 PORTAL FRAMES 26.14 DESIGN RECOMMENDRATIONS CHAPTER -27 BRIDGES I : GENERAL 27.1 INTRODUCTION 27.2 SOME DEFINITIONS 27.3 CLASSIFICATION OF STEEL BRIDGES 27.4 ECONOMICAL SPAN LENGTH 27.5 CLEARANCE REQUIREMENTS 27.6 DIMENSIONS OF ROLLING STOCK 27.7 WIDTH OF ROADWAY AND FOOTWAY CHAPTER- 28 BRIDGES II: LOADS AND STRESSES 28.1 LOADS AND FORCES 28.2 DEAD LOAD 28.3 LIVE LOAD FOR RAILWAY BRIDGES 28.4 LIVE LOAD FOR HIGHWAY BRIDGES 28.5 LIVE LOAD ON COMBINED RAIL-ROAD BRIDGES 28.6 IMPACT EFFECT 28.7 WIND LOAD 28.8 LATERAL LOADS: RACKING FORCE 28.9 LONGITUDINAL FORCES 28.10 CENTRIFUGAL FORCE 28.11 SEISMIC LOADS 28.12 TEMPERATURE EFFECTS 28.13 ERECTION EFFECTS 28.14 COMBINATION OF LOADS AND FORCES 28.15 PRIMARY, SECONDARY AND DEFORMATION STRESSES 28.16 PERMISSIBLE STRESSES CHAPTER-29 BRIDGES III: PLATE GIRDER BRIDGES 29.1 INTRODUCTION: SOLID WEB GIRDERS 29.2 DECK TYPE PLATE GIRDER BRIDGE FOR RAILWAYS 29.3 HALF-THROUGH PLATE GIRDER BRIDGE FOR RAILWAYS 29.4 FLOOR SYSTEM FOR RAILWAY BRIDGES 29.5 SELF-WEIGHT OF PLATE GIRDER 29.6 DESIGN OF PLATE GIRDERS FOR DECK TYPE RAILWAY BRIDGES 29.7 DESIGN OF LOAD BEARING ELEMENTS OF THROUGH AND HALF THROUGH TYPE RAILWAY BRIDGES 29.8 WIND LOAD ON PLATE GIRDER BRIDGES FOR RAILWAYS 29.9 OVERTURNING EFFECTS DUE TO WIND LOAD 29.10 HORIZONTAL TRUSS EFFECT 29.11 GENERAL ARRANGEMENT FOR HIGHWAY PLATE GIRDER BRIDGES 29.12 IRC RECOMMENDATIONS FOR THE DESIGN OF PLATE GIRDER BRIDGES CHAPTER 30 BRIDGES IV: TRUSS GIRDER BRIDGES 30.1 INTRODUCTION 30.2 GENERAL ARRANGEMENT OF COMPONENTS OF TRUSS GIRDER BRIDGE 30.3 TYPES OF TRUSS GIRDERS 30.4 ECONOMIC PROPORTIONS OF TRUSS BRIDGE 30.5 SELF WEIGHT OF TRUSS GIRDER 30.6 DESIGN OF COMPRESSION MEMBERS 30.7 DESIGN OF TENSION MEMBERS 30.8 WIND LOAD AND WIND EFFECT ON TRUSS GIRDER BRIDGES 30.9 OVERTURNING EFFECT 30.10 TOP LATERAL BRACING 30.11 BOTTOM LATERAL BRACING 30.12 ANALYSIS OF PORTAL BRACING 30.13 SWAY BRACING CHAPTER -31 BRIDGES V: END BEARINGS 31.1 INTRODUCTION: FUNCTIONS 31.2 I.S. CODE REQUIREMENTS FOR BEARINGS 31.3 TYPES OF BEARINGS 31.4 SLIDING BEARINGS OR PLATE BEARINGS 31.5 ROCKER BEARINGS 31.6 ROLLER BEARING 31.7 KNUCKLE PIN BEARING 31.8 RAILWAY BOARD ROLLER BEARING 31.9 PERMISSIBLE STRESSES ON BEARINGS (IS: 191-1961) 31.10 ELASTOMERIC BEARINGS CHAPTER 32 TIMBER STRUCTURES 32.1 INTRODUCTION 32.2 KNOTS, WANES CHECKS AND SHAKES 32.3 SLOPE OF GRAIN 32.3 SLOPE OF GRAIN 32.4 CLASSIFICATION AND GRADING OF TIMBER 32.5 FACTORS OF SAFETY 32.6 PERMISSIBLE STRESSES 32.7 NET SECTION 32.8 FLEXURAL MEMBERS 32.9 FLITCHED BEAM 32.10 TIMBER COLUMNS AND STRUTS 32.11 MEMBERS SUBJECTED TO BENDING AND AXIAL STRESSES 32.12 TIMBER TENSION MEMBERS 32.13 JOINTS IN TIMBER MEMBERS 32.14 BOLTED JOINTS IN TIMBER 32.15 NAILED JOINTS IN TIMBER 32.16 DISC-DOWELLED JOINT IN TIMBER CHAPTER 33 DESIGNS OF MASONRY STRUCTURES 33.1 INTRODUCTION 33.2 GENERAL CONDITIONS OF STRENGTH AND STABILITY OF MASONRY STRUCTURES 33.3 LATERAL EARTH PRESSURE ON RETAINING WALLS 33.4 DESIGN OF GRAVITY RETAINING WALL 33.5 MASNRY DAMS 33.6 MASONRY CHIMNEYS
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