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Steel sections-Building Construction

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Steel sections-Building Construction

  1. 1. PRESENTED BY- ANJULA ROY RUBAL MEHTA SUVRITI BAGAI II yr.-A BUILDING CONSTRUCTION AND MATERIALS TOPICS COVERED: 1. STEEL TRUSSES 2. TUBULAR SECTIONS 3.ANGULAR SECTIONS
  2. 2. TRUSSES - OVERVIEW
  3. 3. WHAT ARE TRUSSES ?A TRUSS IS ESSENTIALLY A TRIANGULATED SYSTEM OF STRAIGHT INTERCONNECTED STRUCTURAL ELEMENTS. THE MOST COMMON USE OF TRUSSES IS IN BUILDINGS, WHERE SUPPORT TO ROOFS, THE FLOORS AND INTERNAL LOADING SUCH AS SERVICES AND SUSPENDED CEILINGS, ARE READILY PROVIDED. THE MAIN REASONS FOR USING TRUSSES ARE: • LONG SPAN • LIGHTWEIGHT • REDUCED DEFLECTION (COMPARED TO PLAIN MEMBERS) • OPPORTUNITY TO SUPPORT CONSIDERABLE LOADS. • THE PENALTY, HOWEVER, IS INCREASED FABRICATION COSTS .
  4. 4. MATERIAL REQUIREMENTS• SLENDER OR TUBULAR MEMBERS • WOODEN STRUTS (OPTIONAL) • METAL BARS/ANGLES/CHANNELS • RIVETS, WELDS • GUSSET PLATE • ASSEMBLING APPARATUS
  5. 5. TYPES OF TRUSSES • KING POST & QUEEN POST TRUSS. • WARREN TRUSS. • HOWE TRUSS. • PRATT TRUSS. • PARKER TRUSS. • ENGLISH TRUSS. • K- TRUSS. • BALTIMORE TRUSS. • CONTINUOUS TRUSS. • BOWSTRING TRUSS. • SAW-TOOTH TRUSS. • SCISSOR
  6. 6. • WEDGE - THE TRIANGULAR PIECE OF LUMBER INSERTED BETWEEN THE TOP AND BOTTOM CHORDS, USUALLY TO ALLOW THE TRUSS TO CANTILEVER. • BOTTOM CHORD - THE INCLINE OR HORIZONTAL MEMBER THAT ESTABLISHES THE BOTTOM OF A TRUSS, USUALLY CARRYING COMBINED TENSION AND BENDING STRESS. • SPLICE - THE LOCATION AT WHICH TWO CHORD MEMBERS ARE JOINED TOGETHER TO FORM A SINGLE MEMBER. IT MAY OCCUR AT A PANEL POINT OR BETWEEN PANEL POINTS. • PANEL POINT - ALSO CALLED A JOINT, IT'S THE LOCATION ON A TRUSS WHERE THE WEB MEMBERS AND TOP OR BOTTOM CHORDS INTERSECT AND ARE CONNECTED BY METAL CONNECTOR PLATES. • WEB - THE MEMBERS THAT JOIN THE TOP AND BOTTOM CHORDS TO FORM THE TRIANGULAR PATTERNS TYPICAL OF TRUSSES. • HEEL - THE POINT ON THE TRUSS WHERE THE TOP AND BOTTOM CHORDS INTERSECT • SLOPE - THE VERTICAL RISE IN INCHES FOR EVERY 12 INCHES OF HORIZONTAL RUN. • PANEL LENGTH - THE HORIZONTAL DISTANCE BETWEEN THE CENTERLINES OF TWO CONSECUTIVE PANEL POINTS ALONG THE TOP OR BOTTOM CHORD. • PEAK - THE POINT ON THE TRUSS WHERE THE SLOPED CHORDS MEET. • TOP CHORD - HORIZONTAL DISTANCE BETWEEN THE CENTERLINES OF TWO CONSECUTIVE PANEL POINTS ALONG THE TOP OR BOTTOM CHORD. • CONTINUOUS LATERAL BRACE - MEMBERS INSTALLED AT RIGHT ANGLES TO A CHORD OR WEB MEMBER OF A TRUSS TO PROVIDE STABILITY TO THE TRUSS. ALL LATERAL BRACES MUST BE STABILIZED. • OVERALL HEIGHT - VERTICAL DISTANCE BETWEEN BEARING AND THE UPPERMOST POINT OF THE PEAK. • WEDGE - THE TRIANGULAR PIECE OF LUMBER INSERTED BETWEEN THE TOP AND BOTTOM CHORDS, USUALLY TO ALLOW THE TRUSS TO CANTILEVER. • BOTTOM CHORD - THE INCLINE OR HORIZONTAL MEMBER THAT ESTABLISHES THE BOTTOM OF A TRUSS, USUALLY CARRYING COMBINED TENSION AND BENDING STRESS. • SPLICE - THE LOCATION AT WHICH TWO CHORD MEMBERS ARE JOINED TOGETHER TO FORM A SINGLE MEMBER. IT MAY OCCUR AT A PANEL POINT OR BETWEEN PANEL POINTS. • PANEL POINT - ALSO CALLED A JOINT, IT'S THE LOCATION ON A TRUSS WHERE THE WEB MEMBERS AND TOP OR BOTTOM CHORDS INTERSECT AND ARE CONNECTED BY METAL CONNECTOR PLATES. • WEB - THE MEMBERS THAT JOIN THE TOP AND BOTTOM CHORDS TO FORM THE TRIANGULAR PATTERNS TYPICAL OF TRUSSES.
  7. 7. A KING POST IS ALSO KNOWN AS CROWN POST TRUSS. IT IS THE SIMPLEST FORM OF TRUSS .IS USED FOR SIMPLE ROOF TRUSSES AND SHORT-SPAN BRIDGES. KING POST TRUSS QUEEN POST TRUSS IS SIMILAR TO A KING POST TRUSS. IT IS USED FOR SIMPLE ROOF TRUSSES AND SHORT- SPAN BRIDGES. A SUPPORTING POST DESIGNED TO SPAN LONGER OPENINGS THAN A KING POST. A KING POST USES ONE CENTRAL SUPPORTING POST, WHEREAS THE QUEEN POST USES
  8. 8. TYPES OF CONNECTIONS • PINNED/BOLTED CONNECTIONS • GUSSET PLATE CONNECTIONS
  9. 9. • TUBULAR CONNECTIONS WELDED CONNECTI ONS PINNED CONNECTION S
  10. 10. APPLICATION OF TRUSSES • ROOF OF FACTORY SHADE. • WARE HOUSE • RAILWAY PLATFORM • GARAGE SHED • TRANSMISSION TOWERS • CRANE TRUSS • BRIDGE TRUSS • SPORT STADIUM TRUSS
  11. 11. TUBULAR SECTIONS (HOLLOW STRUCTURAL SECTIONS)- HSS (TUBE STEEL, STRUCTURAL TUBING)  A TYPE OF METAL PROFILE WITH A HOLLOW TUBULAR CROSS SECTION. MEMBERS CAN BE CIRCULAR, SQUARE, RECTANGULAR SECTIONS (OR ELLIPTICAL). DIMENSIONS - BASED ON EXTERIOR DIMENSIONS OF THE PROFILE. HAS HEAVILY ROUNDED CORNERS-(RADIUS IS
  12. 12. USES IN STRUCTURES RECTANGULAR SECTION- WELDED STEEL FRAMES (LOADING ON MEMBERS IN MULTIPLE DIRECTIONS).  SQUARE AND CIRCULAR –COLUMNS (RESISTANCE TO TORSION), MULTIPLE AXIS LOADING (EFFICIENT SHAPES- UNIFORM GEOMETRY ALONG CROSS-SECTIONAL AXES, THUS UNIFORM STRENGTH CHARACTERISTICS).  BEAMS (SUPERIOR RESISTANCE TO LATERAL TORSIONAL BUCKLING) -ALTHOUGH WIDE FLANGE OR I-BEAM SHAPES ARE A MORE EFFICIENT STRUCTURAL SHAPE FOR THIS APPLICATION.  THE FLAT SQUARE SURFACES OF RECTANGULAR CAN EASE CONSTRUCTION, ( ALSO FOR ARCHITECTURAL AESTHETICS IN EXPOSED STRUCTURES) -THOUGH ELLIPTICAL HSS ARE BECOMING MORE POPULAR IN EXPOSED STRUCTURES.  BUILDINGS, HALLS-columns and lattice girders, space frames for roofs; facades, etc.  BRIDGES  BARRIERS-(durability in such environment), (corrosion resistant due to the rounded corners.)  OFFSHORE STRUCTURES- cranes, microwave towers, flare supports, bridges and secondary structures, such as staircases, ladders, etc. •COMMONLY AVAILABLE IN MILD STEEL (A500 GRADE B) •NOW AVAILABLE IN MILD STEEL-A500 GRADE C. •OTHER STEEL GRADES AVAILABLE FOR HSS ARE A847 (WEATHERING STEEL), A1065 (LARGE SECTIONS UP TO 50 INCH SQ MADE WITH SAW PROCESS), AND A1085 (HIGHER APPLICATIONS TYPES
  13. 13. MANUFACTURE SQUARE HSS-MADE THE SAME WAY AS PIPE. PIPE CAN BE PRODUCED SEAMLESS OR WELDED. SEAMLESS SECTIONS-TWO PHASES, 1.PIERCING AN INGOT 2.ELONGATION OF THIS HOLLOW BLOOM INTO A FINISHED CIRCULAR HOLLOW SECTION. THE EDGES ARE THEN WELDED TOGETHER TO FORM THE MOTHER TUBE. AFTER THIS PROCESS, THE TUBE CAN GO THROUGH A SIZING MILL TO GIVE IT THE REQUIRED DIAMETER (OR TO FORM THE ROUND HSS (MOTHER TUBE) INTO THE FINAL SQUARE OR RECTANGULAR SHAPE.- THROUGH FORMING ROLLERS)  WELDED HOLLOW SECTIONS WITH A LONGITUDINAL WELD ARE MAINLY MADE WITH ELECTRICAL RESISTANCE WELDING PROCESSES OR WITH AN INDUCTION WELDING PROCESS.(FIG.1)  A STRIP OR PLATE IS SHAPED BY ROLLERS INTO A CYLINDRICAL SHAPE AND WELDED LONGITUDINALLY.  THE ROLLERS PUSH THE HEATED EDGES TOGETHER, RESULTING IN A PRESSURE WELD. WELDING PROCESS METRO CONNECTOR INDUCTION WELDING PROCESS USE OF INTERNAL VOID • OFTEN FILLED WITH CONCRETE (THE PRODUCT IS CALLED "LALLY COLUMN“) • IMPROVED LOAD BEARING RESISTANCE, COMPRESSIVE STRENGTH,ROBUSTNESS. • EXAMPLES- BARRIERS AROUND PARKING AREAS, BOLLARDS,ETC. • WATER-FILLED HOLLOW SECTION COLUMNS- INCREASED FIRE RESISTANCE TIME. • INNER VOIDS-SOMETIMES USED FOR AIR AND WATER CIRCULATION FOR HEATING AND VENTILATION OF BUILDING -OFFERS MAXIMIZATION OF FLOOR AREA, FIRE PROTECTION. • CONVEYING FLUIDS (PIPE BRIDGE), RAIN WATER DOWNPIPES, FOR ELECTRICAL WIRING,ETC. WIND FLOW FOR OPEN AND CIRCULAR HOLLOW SECTIONS RAIN WATER DOWN PIPE THROUGH A HOLLOW SECTION COLUMN
  14. 14. ANGLE SECTIONS
  15. 15. TOE ROO T MILD STEEL ANGLE IS A LENGTH OF STEEL OR IRON THAT IS BENT AT A RIGHT ANGLE. •ALSO KNOWN AS THE L-CHANNELS. •THEY CAN BE MADE EITHER FROM A SINGLE PIECE OF IRON OR STEEL BENT LENGTHWISE TO A PARTICULAR ANGLE -- USUALLY 90 DEGREES – OR BY ATTACHING TWO PIECES TOGETHER AT THE DESIRED ANGLE. • THE LARGER THE STEEL ANGLE, THE MORE WEIGHT AND STRESS IT CAN BEAR. TYPES: EQUAL ANGLES THE TWO LEGS OF THE ANGLE SECTIONS ARE OF SAME DIMENSION UNEQUAL ANGLES THE TWO LEGS OF THE ANGLE SECTIONS ARE OF DIFFERENT DIMENSIONS. DEFINITION
  16. 16. SIZES THE ANGLE SECTIONS ARE MANUFACTURED IN DIFFERENT SIZES.
  17. 17. FIXING DETAILS FIXING TO STEEL FIXING TO STONE AND CONCRETE
  18. 18. APPLICATIONS STEEL ANGLES ARE USED BROADLY, FROM MAJOR CONSTRUCTION WORK TO BASIC HOME IMPROVEMENT, BUT THEY FALL INTO SEVERAL BROAD CATEGORIES. • REINFORCEMENT ▫ STEEL ANGLES CAN BE USED AS BRACES TO HELP REINFORCE STRUCTURES. THE STRUCTURES CAN BE AS LARGE AND WIDE AS CEILINGS IN A SKYSCRAPER, OR AS SMALL AS THE CORNERS OF A DESK OR TABLE. BOLTING STEEL ANGLES TO THE CORNERS OF ANY CONSTRUCT WILL HOLD PIECES IN PLACE AND INCREASE THE STRUCTURE'S STRESS-BEARING CAPABILITY AND LONGEVITY. • SUPPORT ▫ STEEL ANGLES CAN BE USED AS BRACKETS TO PROVIDE SUPPORT. THEIR MOST PREVALENT USE IS TO PROVIDE PLATFORMS FOR SHELVING, FROM A SIMPLE BOOKSHELF, TO EXTRA SPACE IN YOUR GARAGE TO HEAVY-DUTY STORAGE IN A LARGE WAREHOUSE. WHEREAS CORNER BRACES CAN BE INSTALLED IN ALMOST ANY POSITION, BRACKETS TEND TO BE PERPENDICULAR TO THE WALL TO PROVIDE A LEVEL MOUNT.
  19. 19. • FRAMEWORK ▫ A FRAMEWORK IS VITAL TO ANY STRUCTURE. NOT ONLY DO STEEL ANGLES HOLD SUCH STRUCTURES TOGETHER, BUT LARGE ANGLES CAN FORM THE FRAME ITSELF. A36 STEEL IS A POPULAR ALLOY USED TO CREATE THE "SKELETON" FOR MANY CONSTRUCTION PROJECTS. STEEL ANGLES MAKE UP THE FRAMEWORK FOR MANY COMMON THINGS, INCLUDING BUILDINGS, BEDS AND FACTORY MACHINES. • DECORATIVE ▫ STEEL ANGLES CAN BE JUST AS EFFECTIVE IN THE FOREGROUND AS THEY ARE BEHIND THE SCENES. THEY CAN BE USED AS DECORATIVE TRIM ON FURNITURE EDGES AND BUILDING INTERIORS, INCLUDING DOORWAYS, COUNTERS AND FLOORS. MANY PEOPLE ALSO FIND STEEL ANGLES USEFUL IN CREATING ATTRACTIVE BRICK LINTELS FOR INTERNAL FIREPLACES AND EXTERNAL WINDOW SILLS. APPLICATIONS (CONTD.)

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