Description
Kataria, S. K., & Sons Steel Tables MKS & S.I. Units by S Vizrani , R Sood
About the Book: Steel TablesContentsPrefaceSymbolsTablesRound BarsSquare BarsStripsMild Steel Flats (Cross-sectional Area)Mild Steel Flats (Weight)Plates (Surface Area)Plates (Weights of 5 mm Plates)Plates (Weights of 6 mm Plates)Plates (Weights of 8 mm Plates)Plates (Weights of 10 mm Plates)Plates (Weights of 12 mm Plates)Plates (Weights of 14 mm Plates)Plates (Weights of 18 mm Plates)Plates (Weights of 22 mm Plates)SheetsRolled Steel Angles Equal in SizeRolled Steel Angles Unequal in SizeRolled Steel Tee BarsRolled Steel BeamsRolled Steel ChannelsAreas of Round Bars in Per Metre Width of Slabs for Different SpacingsAreas of Groups of Round BarsReduction for Area for Rivet HolesRivet Gauge Distances in Legs in AnglesProperties of Two Equal Angles Back to BackProperties of Two Unequal Angles (Longer Legs Back to Back)Properties of Two Unequal Angles (Shorter Legs Back to Back)Properties of Starred Angles (Two Equal Angles Starred)Properties of Starred Angles (Two Unequal Angles Starred)Properties of Starred Angles (Two Unequal Angles Starred)Single Joist With Additional Plates on both Flanges (for using as girders)Single Joist with Channel and Plates on both Flanges (for using as girders)Single Joist with additional Plates on both Flanges (for using as columns)Double Joists with Flanges Butting and Welded Toe to Toe (for using as columns)Double Joists Laced or Battened (for using as columns)Double channels with Flanges Butting and Welded Toe to Toe (for using as columns)Double channels with Flanges Butting and Welded Toe to Toe (for using as columns)Double channels Laced or Battened (for using as columns)Safe loads for Single Angle Struts-Equal Angles (single bolted or single riveted end connections)Safe loads for Single Angle Struts-Unequal Angles (double bolted or single riveted end connections)Safe loads for Single Angle Struts-Equal Angles (doble bolted or double riveted end connections)Safe loads for Single Angle Struts-Unequal Angles (double bolted or double riveted end connections)Safe Concentric loads on Rolled Steel column sections (H-Beams being used as columns)Safe concentric loads on Channel Sections (being used as columns)Moment of Inertia of two Flanges per centimetre width about the x-x axisMoment of Intertia of one web plate about its x-x axisPreferred cut sizes of Structural Timber for Roof Tissues (3 to 20 m)Safe permissible stresses for Indian Timbers (Standared Grade)Reinforcement Percentage and Moment factor for Beams (Singly reinforced rectangular sections)Reinforcement Percentage and Moment factor for Beams (Doubly reinforced rectangular sections)Reinforcement Percentage and Moment factor for Beams (Singly reinforced Tsections)Recommended clear span to effective Depth ratios in beamsMoment capacity and steel area (Singly reinforced rectangular sections)Additional Moment Carrying capacity (Doubly reinforced rectangular sections)Moment capacity (Per metre flange width of T-beam)Shear capacity of concreteStrength of shear reinforcement (Two leg vertical stirrups 10 mm diameter)Strength of shear reinforcement (Bent up bars)Clear span to effective depth ratios in slabs (Recommended values)Minimum reinforcement in slabsReinforcement factor for slabs (Per metre width of slabs)Moment capacity (per metre width of two way slabs)Annexure I: S.I. Units for Structural EngineersAnnexure II: Conversion factors for S.I. UnitsAnnexure III: Conversion Table kgf to newtonsAnnexure IV: Conversion table newtons to kgfAnnexure V: Guidelines for detailing of members