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  1. Home/
  2. Nitin Prabhakar Arolkar/
  3. To calculate the dead , live and wind load for RC residential structure and to apply them using TSD

To calculate the dead , live and wind load for RC residential structure and to apply them using TSD

1. Calculate dead load in design report based on IS code and apply dead load on the modelFinishes of 50mmSlab thickness as per the designBrick wall loadRoofing loadAim - To calculate dead load in design based on IS Code and apply on model.Tools Used - Load Cases, Full Udl , Area Load, Property Window.Calculation -Slab…

    • Nitin Prabhakar Arolkar

      updated on 27 Oct 2024

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    Read more Projects by Nitin Prabhakar Arolkar (57)

    Project 1_Comparative study of different storey buildings for Seismic forces

    Objective:

    1. Factors influencing the Natural Period of a building:Effect of stiffness on T: Compare fundamental natural periods of buildings E & F as well as G & H. Why is there a marginal or significant difference in the fundamental natural periods?  Increase in the column size increases both stiffness and mass…

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    01 Nov 2024 06:23 PM IST

    • Buildings
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    Project 2_Design & Analysis of a Hostel building at Guwahati, Assam

    Objective:

    In this project, participants will get to experience the entire design process from modelling, analysis, design, and preparation of construction drawings. The architectural drawings of a G+3 RCC building is provided. The following information on the building is to be used:Location – Guwahati, AssamFunction – Hostel block…

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    30 Oct 2024 10:55 AM IST

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      Foundation Design using SAFE

      Objective:

      1.Model the isolated footing provided in week 11 challenge on SAFE. Analyze and design it to verify the size, depth and steel provided as per calculations.AIM:-  To model the isolated footing by using  SAFE and to analyze and to design it to verify the size, depth and calculation of steel providedINTRODUCTION:-…

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      30 Oct 2024 10:52 AM IST

      • HTML
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      Design of Shallow Foundation (Isolated Footings)

      Objective:

       Q.1 Design of Foundation in STAAD Foundation.(i) AIM:  Using STAAD Foundation designing Isolated FootingGiven :- Column = 300 mm x 450 mm.Axial load = 1500 kNMu = 150 kNm.Assume that the moment is reversible.The safe bearing capacity of the soil = 200 KN/m^2.Depth = 1 m from ground level.M…

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      30 Oct 2024 10:47 AM IST

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