Civil Engineering Graduate Seminar: Analysis of Pile- Supported Slabs under Concentrated loads

Civil Engineering Graduate Seminar
Thursday 30th October, 2014; Dow 642, 4 – 5 pm

Aneesha Reddy, Current Graduate Student, Civil Engineering, Michigan Tech

Presentation Topic: Analysis of Pile- Supported Slabs under Concentrated loads
A dissertation submitted in partial fulfillment of the requirements for the degree of:
Master of Science in Structural Engineering
Submitted to the University of East London on 27th September, 2013

The purpose of the project is to find out the maximum loads that can be applied to pile-supported ground floor slabs while complying with the critical slope requirements of TR34. A numerical analysis of pile supported ground floor slabs under unit point load of 1KN is performed using STAAD.Pro. The parameters varying for this research are thickness of the slab (150mm, 200mm, 250mm and 300mm), the span lengths of the slab (3m, 4m, 5m and 6m) and the panel type on which the point load is applied (Interior, edge and corner panels). The maximum deflections obtained for each slab are used to calculate critical slopes formed on the respective slabs. The critical loads calculated are compared to the permissible slopes given by TR34. The maximum loads to be applied on the slab are calculated and design charts are created for FMA Property I and DMA for Property I and II. These design charts can be used to directly find out the maximum concentrated load that can be applied.


Comments Closed