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  1. Home/
  2. Vejetha Sajeevan/
  3. Creating a Wardrobe detailed drawing, Floor Plan, Kitchen Layout and Column Detail using AutoCad

Creating a Wardrobe detailed drawing, Floor Plan, Kitchen Layout and Column Detail using AutoCad

AIM : TO SKETCH THE ELEVATIONA ND DETAILS OF THE WARDROBES GIVEN RESULT : THE ELEVATION AND DETAILS ARE :   AIM : TO SKETCH THE FLOOR PLAN GIVEN  RESULT :  THE SKETCH IS SHOWN BELOW    AIM : TO CREATE THE KITCHEN LAYOUT AS GIVEN  RESULT : THE KITCHEN LAYOUT IS SHOWN    AIM : TO SKETCH…

    • Vejetha Sajeevan

      updated on 27 Jun 2021

    AIM : TO SKETCH THE ELEVATIONA ND DETAILS OF THE WARDROBES GIVEN

    RESULT : THE ELEVATION AND DETAILS ARE :

     

    AIM : TO SKETCH THE FLOOR PLAN GIVEN 

    RESULT :  THE SKETCH IS SHOWN BELOW 

     

    AIM : TO CREATE THE KITCHEN LAYOUT AS GIVEN 

    RESULT : THE KITCHEN LAYOUT IS SHOWN 

     

    AIM : TO SKETCH THE COLUMN DETAILS 

     

    RESULT :

     

    AIM : TO SKETCH RAFT FOUNDATION SHOWN 

     

    RESULT : THE SKETCH IS SHOWN BELOW

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    Read more Projects by Vejetha Sajeevan (56)

    Project 1

    Objective:

    ### Given Data- Floor thickness: t=120 mm=0.12 mt=120 mm=0.12 m- Density of concrete: ρ=24 kN/m3ρ=24 kN/m3- Floor finish and mechanical loads: 3 kPa3 kPa- Live load: 5 kPa5 kPa- Modulus of elasticity of concrete: E=10 GPaE=10 GPa- Beam dimensions: \( 500 \text{ mm} \times…

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    03 Jun 2024 01:44 PM IST

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      Project 2

      Objective:

      Aim - To Model & Design a Proposed PEB Warehouse using STAAD. Pro. Introduction - Here we model and design the PEB warehouse building. As per given description, material data, specification we can design it.  PEB - Pre engineered buildings are factory built buildings shipped to site and assembled by bolting together. The…

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      14 May 2023 12:08 PM IST

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      Week 12 Challenge

      Objective:

      Design of Foundation in STAAD Foundation 1. Isolated Footing Design isolated footing for a column 300 mm x 450 mm, carrying axial load of 1500 kN and Mu = 150 kNm using STAAD. Foundation. Assume that the moment is reversible. The safe bearing capacity of the soil is 200 kN/m2 at a depth of 1 metre from ground level. Use…

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      09 May 2023 07:59 AM IST

      • DESIGN
      • HTML
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      Week 11 Challenge

      Objective:

      Analysis & Design of Pipe Rack Structure in STAAD.pro Question 1:- Friction load determination A pipe carrying LNG rests on the shoe having vertical force of 125 kN. Calculate the Friction load on the axis. Also find the friction force, if TEFLON pad is used between shoe and pipe support.   Aim:-  To calculate…

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      09 May 2023 06:47 AM IST

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