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Jeet Yogeshkumar Upadhyay

5646

Design aspects of liquid retaining structures

For an underground water tank assuming Top and Bottom supports as hinged, the design coefficients for 4m x 4m x 4m;  8m x 4m x 4m; 12m x 4m x 4m;  16m x 4m x 4m; (L x B x H) tank dimensions. Also, the thickness and reinforcement requirements for maximum moments and proposed reduction in wall thickness and bending moments giving the measures and details explaining the same using Limit State Method.


Report Content

Title Slide

Scope of work

Behavior of Tank-1

Behavior of Tank-2

Behavior of Tank-3

Behavior of Tank-4

Results for maximum moments

Comparison

Economization of Wall Section

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