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Sinopsis
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.
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Dr. S.S. Bhavikatti studied at BVB College of Engineering and Technology, Hubli for his BE (Civil) degree and graduated from Karnataka University, Dharwad in 1963 sharing first rank with another candidate. The same year he joined Karnataka Regional of Engineering College (presently NITK) Surathkal, as a teacher. He secured M.E. degree in Structural Engineering in 1967 from University of Roorkee, Roorkee (presently IIT Roorkee) under Technical Teachers Training Programme and Ph.D. degree in 1977 from IIT Delhi under Quality Improvement Programme. He served NITK in different capacities like Head of Civil Engineering Department, Chairman, Centre for Continuing Education, Chairman Central Computer Centre and Dean (Administration). From November 2001 to November 2005, he served at SDM College of Engineering and Technology, Dharwad. He then served RYMEC, Bellary as Principal upto September 2007. Presently he is working as Emeritus Professor at BVB College of Engineering and Technology. He has published 61 technical papers and 28 books. He has guided 68 students for M.Tech dissertation and 5 students for Ph.D. He was member of organizing scientific committee of international seminars organized by IASS held at Taegue (South Korea) in 1990, Tokyo (Japan) in 1993 and Taipei (Taiwan) in 1997. He is member of several Indian and International professional bodies and several technical committees appointed by Government of Karnataka.
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Steel Tables With Plastic Modulus of I.S. Sections, 3E
Librería: Books in my Basket, New Delhi, India
Calificación del vendedor: 5 de 5 estrellas
N.A. Condición: New. ISBN:9789385909740. Nº de ref. del artículo: 2253796
Cantidad disponible: 4 disponibles
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Steel Tables With Plastic Modulus of I.S. Sections
Librería: Vedams eBooks (P) Ltd, New Delhi, India
Calificación del vendedor: 4 de 5 estrellas
Soft cover. Condición: New. 3rd Edition. Though determining plastic modulus of section assuming the section to consist of rectangular parts are within the reach of a design engineer, but as Indian Rolled Steel Sections consist of sloping flanges, fillets at junctions and rounded edges are slightly complex. The authors have considered all the complexities in the shapes of Rolled Steel Sections and have determined Plastic Modulus of Steel Sections for I-beams, Channels, Tee-sections, Equal and Unequal Angle sections, I-beams with cover plates on both flanges and I-beams with Channel section on the upper compression flange (for Gantry Girders) and Double channel laced or battened columns. Besides this buckling class of the sections in bending and axial compression are also provided. Useful information about properties of Indian Standard straps, strips and sheets are tabulated for ready reference 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 are also given. At the end important formulae to be used in Working Stress Method and Limit State Method are provided. (jacket). Nº de ref. del artículo: 121397
Cantidad disponible: 1 disponibles