This book deals with analysis and design of an institutional building which is to be constructed. This school building is G+2 of in-situ RCC framed structure with columns, beams and slab. The structure is rested on isolated footing. Total height of building excluding the Lift Machine Room and headroom for staircase is 11.8 m. The analysis and design is done using ETABS . The special feature is the use of Grade Slab for foundation purpose in which there will be no space between the super structure and the grade slab and also it prevents termite attack. Secondly, Cranking is not done in slabs instead of that chair is provided, which is another highlighting feature. Below the grade slab, plinth beam and retaining wall is provided for support. The design life for the building is assumed as 50 years. The net bearing capacity of the soil at 1.4 m below the natural ground level is 300kN/m2. The various loads are combined in accordance with the stipulation in IS: 875-1985 (Part V). 3D modeling and analysis of the structure is carried out using ETABS. Approximate loads and its combinations, as per relevant clause in IS codes, for most unfavorable effects chosen for the design.
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Anbieter: AHA-BUCH GmbH, Einbeck, Deutschland
Taschenbuch. Zustand: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - This book deals with analysis and design of an institutional building which is to be constructed. This school building is G+2 of in-situ RCC framed structure with columns, beams and slab. The structure is rested on isolated footing. Total height of building excluding the Lift Machine Room and headroom for staircase is 11.8 m. The analysis and design is done using ETABS . The special feature is the use of Grade Slab for foundation purpose in which there will be no space between the super structure and the grade slab and also it prevents termite attack. Secondly, Cranking is not done in slabs instead of that chair is provided, which is another highlighting feature. Below the grade slab, plinth beam and retaining wall is provided for support. The design life for the building is assumed as 50 years. The net bearing capacity of the soil at 1.4 m below the natural ground level is 300kN/m2. The various loads are combined in accordance with the stipulation in IS: 875-1985 (Part V). 3D modeling and analysis of the structure is carried out using ETABS. Approximate loads and its combinations, as per relevant clause in IS codes, for most unfavorable effects chosen for the design. Bestandsnummer des Verkäufers 9783659348327
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Anbieter: moluna, Greven, Deutschland
Zustand: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: S. M. JayashreeJayashree.S.M (born in 1990) had undergone her B.Tech in Civil Engineering at SASTRA University, Tanjore. She is currently pursuing her Post Graduation in VIT, Chennai Campus under the domain Structural Engineering. Sh. Bestandsnummer des Verkäufers 5150220
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Anbieter: preigu, Osnabrück, Deutschland
Taschenbuch. Zustand: Neu. Analysis and Design of an Institutional Building | Jayashree S. M. (u. a.) | Taschenbuch | Englisch | LAP Lambert Academic Publishing | EAN 9783659348327 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu. Bestandsnummer des Verkäufers 106056160
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Anbieter: Mispah books, Redhill, SURRE, Vereinigtes Königreich
Paperback. Zustand: Like New. LIKE NEW. SHIPS FROM MULTIPLE LOCATIONS. book. Bestandsnummer des Verkäufers ERICA79636593483256
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