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Full Description
Though determining the plastic modulus of a section, assuming the section consists of rectangular parts, is within the reach of a design engineer, the Indian Rolled Steel Sections, which consists of sloping flanges, fillets at junctions and rounded edges, require slightly more specialized knowledge. The authors have considered all the complexities in the shapes of Rolled Steel Sections and have determined the Plastic Modulus of Steel Sections for I-beams, Channels, Tee-sections, Equal and Unequal Angle sections, I-beams with cover plates on both flanges, I-beams with Channel section on the upper compression flange (for Gantry Girders), and Double channel laced or battened columns. The buckling class of the sections in bending and axial compression are also provided. Useful information about the properties of Indian Standard straps, strips and sheets is tabulated for ready references for design engineers. The book also provides ready references of shear strength and tensile strength of Grade M4.6 bolts of different sizes and minimum end distances and pitches in their connections. Fillet weld strength per mm length is also given. Finally, important formulae to be used in Working Stress Method and Limit State Method are provided.
Contents
Rolled Steel Beams
Rolled Steel Channels
Rolled Steel Equal Angles
Rolled Steel Unequal Angles
Rolled Steel Tee-Sections
Rolled Steel Beam with additional plates on both flanges to be used as girders
Rolled Steel Beam with additional Channel on one side to be used as Gantry Girders
Mild Steel Flats
Mild Steel Strips
Mild Steel Sheets
Areas and perimeters of Round Bars
Shear Strength of Bolts of Grade 4.6
Tensile Strength of Bolts of Grade 4.6
Minimum End and Pitch Distances for Bolted Connections
Fillet Weld Strength per mm
Some important formulae for Working Stress Method of design
Some important formulae for Limit State Method of design.
