Articles liés à Analysis and Design of an Institutional Building

Analysis and Design of an Institutional Building - Couverture souple

S. M., Jayashree; R., Rakul Bharatwaj

 
9783659348327: Analysis and Design of an Institutional Building
Couverture souple
ISBN 10 : 3659348325 ISBN 13 : 9783659348327
Editeur : LAP LAMBERT Academic Publishing, 2013

Synopsis

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.

Les informations fournies dans la section « Synopsis » peuvent faire référence à une autre édition de ce titre.

Présentation de l'éditeur

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.

Biographie de l'auteur

Jayashree.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. She has 2 International Journal Publication which adds to her credit.

Les informations fournies dans la section « A propos du livre » peuvent faire référence à une autre édition de ce titre.

Éditeur
LAP LAMBERT Academic Publishing
Date d'édition
2013
Langue
anglais
ISBN 10 
3659348325
ISBN 13 
9783659348327
Reliure
Broché
Nombre de pages
100
Coordonnées du fabricant
non disponible
Personne responsable
KreGa Onlinehandel GmbH
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