Overview of Steel Tables Book

Table of Contents: Preface 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 Meter Width of Slabs for Different Spacing's 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) 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 (double 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 centimeter width about the x-x axis Moment of Intertia 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 meter 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 meter width of slabs) Moment capacity (per meter 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

• Book Type :

Engineering&Technology

• Book Binding :

Paperback

• Language :

English

• Number of Pages :

177 pages

• ISBN - 10 :

9380027613

• Steel Tables Published On :

2013

• Resource:

Students and Professionals:Sciences,Technology&Medicine, Engineering&Technology

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