Ground floor First floor Opening is provided above the ground level for the aesthetic lookAll doors are inwards Herei. Main door is facing the north directionii. Toilets are not placed near the kitcheniii. Dining area is near to kitchen far from main dooriv. Bedrooms are placed in southwest and south east where…

ALL ARE SUBMITTED BELOW....

ALL ARE SUBMITTED BELOW....

ALL ARE SUBMITTED BELOW....

ALL  ARE SUBMITTED BELOW....

I TRIED IT BUT ITS LIKE THIS 

ALL ARE SUBMITTED BELOW....

I TRIED MY LEVEL BEST , BUT SOME FUNCTIONS ARE NOT GOOD , I WILL TRY TO IMPROVE THAT,ALL ARE SUBMITTED BELOW ,THANKYOU.

1.I Created A Ceiling For the Model Succesfully,Screenshots submitted below for the process of step bt step explaination. 2.All the answers are submitted below step by step. 3.We can open different types of the plans from the view option present at the top of the taskbar. 4.We can able to measure the dimebnsions of the…

1.a). Multi Unit Residential Apartment. The answers are submitted below. 2.For Geographic and location details assumptions which I have made are:- 1. My project is in residential area (medium populated) 2. Road width in front of my apartment is 60 feet 3. My project is in plain area (geographical) As per the NBC …

1.AIM:- To create a set of sinusodial points, create a curve and To create a surface out of the curve.     INTRODUCTION:- Dynamo is a visual programming tool that works with Revit. Dynamo extends the power of Revit by providing access to the Revit API (Application Programming Interface) in a more accessible…

1.AIM: To use the architecture/ structure project file  to export revit architecture and structural model to Naviswork cache file TOOLS USED: FILE EXPORT NWC PROCEDURE: open an architectural model created in week 8 click on 3D view go to file click on export and save as NWC repeat it for both architctural and structural …

1a.       * The concrete is fully crushed and damaged and the reinforcement is clearly visibiling out.The concrete spalled beyond the           rienforcement its a sign for the process of rupture.       * Its a form of flexural failure due to reversal of stress…

1.The main difference between static and dynamic analysis is TIME! If the load is applied so slowly, that inertia effects won’t            play  a role, all you need is static analysis. Dynamic analysis handles impacts and other “fast” happening situations, but also …

1.AIM: To compute Ln , Mn and Γn for each of the five modes from the given equations To calculate the effective modal mass Mn* and the modal mass participating ratio for the 5 modes. To obtain the base shear for each of the 5 modes of vibration and the combined base shear as per …

1.Symmertry:       It is observed that the distribution of mass,stiffness is across the plan has good symmetrical aspects. This tends to reduce the horizontal displacements in both of the two horizontal displacements in both of the two Orthogonal Horizontal Directions. It also has a very good uniformity…

1.As the structure is more restrained it will be more shrinking, expanding and cracking. There will be more floor shrinkage and expanding in structure A whereas there will be minimum cracks in structure B and C. The shear walls in the structure also decide whether the floor vibration is more or less in the structure it…

AIM: Model a 25 storey building on ETABS with structural properties as specified below. Ground floor or plinth floor level can be taken at a height of 1.5 metres from the base. Each of the successive 25 storeys has a storey height of 3 metres. PROCEDURE:  STEP1 Open E-Tabs ->new file A new tab will open Choose…

Buildings oscillate during earthquake shaking. The oscillation causes inertia force to be induced in the building.    The intensity and duration of oscillation, and the amount of inertia force induced in a building depend on features of buildings, called their dynamic characteristics, in addition to the characteristics…

Aim: Detail design of beams in Etabs 2018.The ETABS file for a G+4 building is provided. Run the analysis and design of the RCC Moment ResistingFrame. The following challenge deals specifically with two continuous beams on the 1st floor. 1 ) 3 span continuous beam along grid A 2) 7 span continuous beam along…

AIM: In the given etabs project we have to analyse and redesign the RCC moment resisting frame in two columns at the following grid intersection 3A & 3B from foundation to terrace level by using etabs with reference of IS 13920-2016 INTRODUCTION: In the modal we provide the details of longitudinal…

AIM: To Extract values of longitudinal steel ratio, boundary element length and shear reinforcing ratio from the design results. To tProvide cross sectional steel arrangement of the shear wall from its base up to terrace. Using AutoCAD application for this exercise or Alternatively, it can be drawn by hand as well. To…

Etabs :- ETABS is one of the most powerful software tools for structural analysis. 3D modeling, visualization, and automatic code-based learning are some of the unique features of this software. ETABS also supports several analytical models like response spectrum analysis, time-history analysis, and line direct integration…

Column Size = 400 x400 The compression axial load for the load combination of (1.5 DL + 1.5 LL) is 2000 KN The safe soil bearing capacity is 150 KN/m2 at Foundation depth below E.G.L = 2metres Grade of concrete for footing = M25 Footing Size column load 2000KN 10% of footing self weight = 2000x10/100 = 200KN Axial load…

1.Given:  square footing for a column size of 400X400 compression axial load for the load combination of ( 1.5 DL + 1.5 LL ) is 2000Kn the safe soil bearing capacity is 150KN/M^2 at a depth of 2 meters below EGL  Assume M25 concrete grade    Solution:  step 1)  required data  unfactored…

Aim: To carryout modelling, analysis, design, and preparation of construction drawings of a G+3 RCC building situated in Guwahati Assam. Procedure: 1)Initially open the Etabs software and then provide the grid and story information.   2)Add material property requrie to model are below.      …