Projects | Studio | Awards
PG - MSED - Studio - 2 | Spring 2023 | G+5,G+10,G+15,G+20 Storey Building Comparision
  • Student PATEL MANSI NARSINHBHAI
  • Code PSD22420
  • Faculty Technology
  • Tutor/s Bhairav Patel,Meet satishkumar Shah,Aashlesh Gandhi
  • TA Swapnil Nandurkar,Anish Prajapati,Parth Sheth

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Formulating and Optimizing the structural system of the building assigned under a given Problem Statement and Designing the same for Static and dynamic loads of applying the limit state theory for Reinforced Concrete Structures and  Principal of earthquake engineering. G+5, G+10,G+15,G+20 RCC Building Comparison for different Height For Gravity load as well as lateral load in terms of  Lateral Force ,Seismic Behavior of Building, Displacement, Member Size. The Study gives understanding about same structural system with Different Height Variation.

Problem Statement and Initial Structural System
Load Consideration and Static Check
Seismic Comaprision of Building
Initial Behavior With Cracked MOI
Final Structural System
Maximum Displacement and Drift
Storey Shear
Observations and Understanding of Irregularity
Detailing of structural Member