Please use this identifier to cite or link to this item: http://10.1.7.192:80/jspui/handle/123456789/127
Title: Analysis and Design of Pyramidal Roof Slab
Authors: Vohra, Ghatna
Keywords: Civil 2005
Project Report 2005
Civil Project Report
Project Report
05MCL
05MCL020
CASAD
CASAD 2005
Issue Date: 1-Jun-2007
Publisher: Institute of Technology
Series/Report no.: 05MCL020
Abstract: Many historical buildings/monuments have been built having shape of a pyramid. The mystery and attractiveness of pyramidal shape have made pyramidal building undergo a renaissance in today’s architectural design. Pyramidal roof slab is not a common structure because of its typical formwork and expensiveness. In countries where there is heavy snowfall, pyramidal slab is adopted so that snow can slide easily due to its sloping pattern. But in India it is constructed rarely due to less snow fall, typical form work, requirement of skilled labor and its expensiveness. A roof/slab consisting of a plane surface triangular in shape and bounded on each side by a sloping ridge forming the intersection of adjacent planes and culminating in a common vertex is known as pyramidal roof. Triangular panels of pyramidal slabs make an angle with vertical axis. According to that angle effect of thrusts and moments is decided. There are two types of moments: i) Along the slope ii) Across the slope depending upon the boundary conditions. The primary aim of the work is to analyze and design the Pyramidal roof slab. Different boundary conditions are considered like Pyramidal panels (a) with and without ridge beam (b) with and without edge beam (c) supported on wall and (d) supported on columns with different conditions. Primary thrust, Secondary thrust, Moments in different direction as well as at the edges and ridges are determined. As per that Design is carried out using Limit State Method. Analysis is also checked using SAP-2000(v 9.1). Behavior of slab, beam and column is critically studied by changing meshing till the required precision of output is achieved. Variation in forces and moments with change in height, thickness, base angle and base dimension are presented graphically. Detailing of various elements like slab, edge beam, ridge beam, and column is also shown. Visual Basic is used as a programming language because it is user friendly and easy to make modules compared to C++ programming.
URI: http://hdl.handle.net/123456789/127
Appears in Collections:Dissertation, CL (CASAD)

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