• Symbols • Tables • Round Bars • Square Bars • Strips • Mild 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) • Sheets • Rolled Steel Angles Equal in Size • Rolled Steel Angles Unequal in Size • Rolled Steel Tee Bars • Rolled Steel Beams • Rolled Steel Channels • Areas of Round Bars in Per Metre Width of Slabs for Different Spacings • Areas of Groups of Round Bars • Reduction for Area for Rivet Holes • Rivet Gauge Distances in Legs in Angles • Properties of Two Equal Angles Back to Back • Properties 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) • 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 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 (Single Bolted or Single Riveted end Connections) • Safe Loads for Single Angle Struts-Equal Angles (Double Bolted or Single 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 axis • Moment of Inertia of One Web Plate about its x-x axis • Preferred Cut Sizes of Structural Timber for Roof Tissues (3 to 20 m) • Safe Permissible Stresses for Indian Timbers (Standard Grade) • Reinforcement Percentage & Moment Factor for Beams (Singly Reinforced Rectangular Sections) • Reinforcement Percentage & Moment factor for Beams (Doubly Reinforced Rectangular Sections) • Reinforcement Percentage & Moment Factor for Beams (Singly Reinforced T-sections) • Recommended Clear Span to Effective Depth Ratios in Beams • Moment 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 Concrete • Strength 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 Slabs • Reinforcement Factor for Slabs (Per Metre Width of Slabs) • Moment Capacity (per Metre Width of Two Way Slabs) • Annexure I: S.I. Units for Structural Engineers • Annexure II: Conversion Factors for S.I. Units • Annexure III: Conversion Table kgf to Newtons • Annexure IV: Conversion Table Newtons to kgf • Annexure V: Guidelines for Detailing of Members.
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