The mix design for M35 Grade of Concrete for pile foundations provided here is for reference purpose only. Actual site conditions vary and thus this should be adjusted as per the location and other factors.  Grade of Concrete: M35 Characteristic Strength (Fck) : 35 Mpa Standard Deviation: 1.91 Mpa* Target…

AIM: Sketch a G+1 floor residential plan, according to Vaastu Shastra, and list down the names of the structural drawings required to be provided to the site for construction. Also, assume the sizes of the structural elements (Column, Beam, Slab, etc.,) and accordingly calculate the individual corresponding loads from…

week 1 challange

Aim & Introduction : to draft given image in cad  there were total of 6 image to draft  c1 was a = C.S. OF LOAD BEARING WALL OVER SPREAD FOOTING c2 was a = C..S. ISOLATED FOOTING C3 was a= LINE DIAGRAM OF A TWO BEDROOM BUILDING C4 Was a = S C.S. OF LOAD BEARING WALL showing details C5 Was a = ISOMETRIC…

Aim & Introduction Drafting of various geometries using Chamfer, Fillet tool in AutoCad  

Aim & Introduction 1. Residence Plan: Sketch the layout of a residence as shown in the Figure 1. Consider all dimensions as reference to sketch the unit plan. Also the text in the layout are only for reference. Assume the missing dimensions. Also, refer the schedule for size of the doors. 2. Sketch the seating plan…

AIM: 1. Create a column schedule as shown in the figure. 2. Create a window schedule as shown in the figures 3. Create the drawing template as shown in the figure 4. Create the list of drawing schedule as shown in the figure 5. Create the Beam detail as shown in the figure and provide text wherever given. PROCEDURE: 1.USE…

AIM: 1.Draw the elevation and details of a wardrobe as shown in the Figure below. After sketching, you need to provide the dimensions and text with the use of layers. Use proper text styles and dimension methods to document it. Also, assume dimensions, wherever needed. 2.Draw the floor plan as shown in the Figure. Use…

Walls (Exterior and Interior)                Wall Thickness: Exterior Wall- 230mm, Interior Wall: 150 mm (Wherever Required) Doors and Windows: Assume the size of the doors and window.     3. Stairs: Tread-200mm, Riser-145.75mm  AIM; …

AIM: Design and Draft a layout of a residential building  PROCEDURE : OPEN A NEW FILE USE LINE OR REC TOOL AND PLOT THE REC OF 20'X60' THICKNESS OF OUTER WALL 9" INNER THICKNESS WALL 5"     

AIM:  1. Create the templates as shown in Figures. Take the size of the title block as per industry standards or you can assume it as per the size of the paper 2. Create the doors type for warehouse as shown in the Figure. You need to create each door type as per standard size or given dimensions. Create the blocks…

AIM: 1.Create the layouts of the Kitchen and provide hatches pattern as shown. Also, use blocks wherever required. Provide appropriate dimensions in the plan. 2. Create the elevation of the plan created in the Challenges 7 and apply proper hatch in the walls, doors, windows, and other architectural elements. Refer to the…

aim:1. Create a layout of the Plan and Section A of the project in Challenges 7, using the template Tutorial-mArch.dwt in a scale as given in the Figure. 2. Create a layout of the Kitchen drawn in Challenge 9 as shown in Figure. Use the scale as shown in the Figure. Use A4 Size page for the layout.  3. Create a layout…

AIM: 1. Create a 3D Furniture element as shown in the Figure 2. Create the 3d Model of an Isolated footing 3. Create the 3D view of the AASTHO Type Girder. 4. Create a 3d Model of a  drop column with panel as shown in section and isometric view. 5.  Create the 3d model of a wall as shown in Figure. Consider wall…

AIM;  1. Create a 3D Isometric View of the building with plan and elevation given. 2. Create the 3D View of the Building Façade as given in the plan and elevation. 3. Create the ismoteric 3d view of a stair with railing as shown in the plan and elevation.  4. Create the 3D view of a Wall with spread footing…

Aim : Creating a 3D rendered model for a Residential Building in AutoCad Procedure: Open the AutoCAD and go to 3D modelling. Initially set the units of the drawing as decimal (mm). Now create a 2D plan for a residential building with the help of commands like line, offset, trim etc. Now, we have to create the 3D model…

3D Creation of Ceiling, Roof, Architectural plan, Structural plan, Sectional view, Elevation view and Camera specific view for a house plan using REVIT Introduction Inorder to create the ceiling and roof for a building using revit software following steps can be followed: Ceiling: Open revit software --> Architecture tab…

1) Select the type of structure you want to build from one of the three below:        a. Multi-Unit Residential Apartment        b. Office Buildings        c. School Aim : To select type of the structure for modelling in the Revit software. Introduction :…

1) Using Dynamo create a set of sinusoidal points and create a curve and create a surface out of the curve. Aim:To create a set of sinusoidal points, create a curve and To create a surface out of the curve. Procedure: Step 1: Open the Revit software, Select architectural template and click on the dynamo option in the manage…

Aim: Using the Architecture/ Structure Project file developed and exporting the Revit architecture and structure model to Navisworks Cache file following the export settings Commands used: Export File 3D view Procedure: 1. Opening the Architectural models of previous weeks and viewing in 3D view 2. Clicking on export option…

AIM:    Identification of Cracks INTRODUCTION: There are two types of failure modes in reinforced concrete beams: flexural failure and shear failure. The former occurs when the imposed load exceeds the flexural capacity of the beam's materials, whereas the latter occurs due to a lack of shear resistance…

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 vibrations(which happen in time). A static analysis…

A five storey structure with 5 translational DOF is shown here. Each storey has mass ‘m’. The eigenvalue problem has been solved and the 5 periods of vibration Tn and their corresponding mode shapes, φn has been derived. The fundamental period of vibration (T1 = 2 seconds) and its associated mode shape: The second mode…

AIM: TO understand the concept on positioning of Columns. Question 1: Comment on the layout of the framing plan concerning earthquake resistance in the two horizontal directions X or Y (dots are columns, lines depict beams). Look into aspects of symmetry, redundancy and bi-directional stiffness and ductility.   To…

1. .  properties case1 case2 Case3 Restraint of floor shrinkage Shear walls are positioned at corners. These shear walls at the corners will tightly hold the floor in postion and the shrinkage will be in control. Shear walls are positioned along the wall's margins on all sidewalls. This wall will provide better…

Aim: To Modelling a 25 story building on ETABS 2018 with structural properties including Ground floor or plinth floor level at a height of 1.5 meters from the base and a story height of 3 meters. Procedure: Step 1: 1) Open ETABS 19 application 2) Click the File menu and choose to Create a New Model option from there. 3)…

Project 1_Comparative study of seismic forces of buildings with different floorsAIM: Comparative study of seismic forces of buildings with different floor Factors influencing the dynamic characteristics of a building   Factors influencing the shape of oscillations The shape mode…

Aim: To analyse the given ETABS model and to extract the design results and detailing of two mentioned RC beams. Also the design recheck for Grid-A RC beam has to be done. step 1 Analyse > Check model Analyse > Run analysis   step 2 Design > Frame design Preference step 3 Design > Design combination Design…

step 1 Analyse > Check model Analyse > Run analysis   step 2 Design > Frame design Preference step 3 Design > Design combination Design > Start design/check step 4 Design > Verify all members passed Design > Display design info > Flexural reinforcement The Shear reinforcement of columns (460x650)…

Aim: To run the analysis and design the RCC shear walls shown in the etabs model. Step 1: 1) Open the ETABS file 2) After the analysis click Concrete frame design Step 2: 1) Need to check there is any failures occurs 2) Click Shear wall design tool 3) select Display info and choose PM failure Step 3: 1) Click any wall…

Aim: To model and analyze the G+7 storey building using ETABS with application of proper load cases and load combinations for the given typical floor plan drawing. Step 1: Open the ETABS Software. Set the Grid and storey details using editing options.Provide 4 grids at x-Direction and 6 grid at y-Direction with the proper…

  Target Design a square base for a column dimension of 400x400.Method Step 1) Given data Post size 400mmx400mmCompressive axial load for load combination (1.5 DL + 1.5 LL) is 2000 kN Safe bearing capacity of soil at a depth of 2 meters below E.G.L is 150 kN/m²Assuming the self-weight of the base plate and the…

question 1 Aim: To Analyze and designthe isolated footing from week 11 challenge on SAFETo verify the size, depth and steel provided as per calculations.Procedure: Create new model then go to input the metric units byusing code usage IS 456-2000 Step:1 Open the SAFE Application select New Model followed by Input Settings,…

DESIGN AND ANALYSIS OF A HOSTEL BUILDING AT GUWAHATI ASSAM   Aim: To carryout modelling, analysis, design, and preparation of construction drawings of a G+3 RCC building situated in Guwahati Assam.  Procedure: Initially open the Etabs software and then provide the grid and story information.   Next…

1. a) AIM : Write the steps involved to upload a .std file through web mail? Introduction : STAAD pro ( Structural Analysis and Deign program is the abbrivation for the STAAD it is the connected version new version used to analize the RCC structure and steel structure by using this software )It Include the GUI Graphic…

AIM:To create the simply supported and fixed beam by using the given load condition and spans. INTRODUCTION:STAAD pro is used for structure analysis of structure by using the shear force diagrama and bending moment diagram. PROCEDURE: 1.1 ANS: Open the STAAD In analyatical model,properties then define the shape (circular)…

1.State the primary load cases to be considered for design. The primary load cases that are to be considered for design are listed below: Dead Load (IS 875: Part I). Live Load (IS 875: Part II). Wind Load (IS 875: Part III). Snow Load (IS 875: Part IV). Seismic Load (IS 1893: 2016). 2. What is One –…

Design Basis Report: Introduction Project information Project objective and scope Codes and standards used for the design Site Conditions Location and orientation of the building Topography of the site Soil properties and bearing capacity Seismic zone Building Description Architectural drawings of the building Building…

Design Basis Report: Introduction: The project involves the design of a warehouse building in Chennai, India, with the following specifications: Width: 30m Length: 50m Eave Height: 9m Bay Spacing: 6m Soil Type: Medium Safe Bearing Capacity: 200 kN/m2 Roof Slope: 1 in 12 Loadings: The building will be subjected to the following…

a. Modelling To start the project, you need to prepare a structural model that will be used for the project. You need to create two distinct structural framing plans that will show the location of primary and secondary beams as discussed in Lecture 11. Afterward, you need to create a member definition for the steel sections…

The project appears to be a comprehensive one and involves various stages, such as modelling, loadings and load combinations, structural analysis, and design of structural members. The use of ETABS software for modelling and analysis is an excellent choice as it is widely used for tall building analysis and design. The…

To determine the loading on the beam indicated, we need to know the distance between adjacent beams and the distance between the column and the first beam. Assuming the beams are equally spaced, we can calculate the distance between adjacent beams as follows: Distance between adjacent beams = (Total length of floor - 2…

To perform formfinding and structural analysis of a structure with multiple masts, we need to follow the following steps: Step 1: Determine the dimensions and geometry of the masts. Let's assume the following dimensions for the masts: Height of the masts = 20 m Diameter of the masts = 1.5 m Distance between the masts =…

Step 1: Modeling Define the geometry and boundary conditions of the structure, including the support locations and cable alignments. Choose a suitable software for modeling, such as Rhino, and create a three-dimensional model of the structure, including the membrane surface, cables, and support system. Assign the appropriate…

 1. To access the project workspace in TSD, click on the "Projects" button in the top left corner of the screen. Here, users can create new projects, open existing projects, and manage project settings. The Scene Content in TSD is where users can create and organize different elements of their project, such as characters,…

1.To create column properties for different types of pedestal members: Determine the design requirements for the pedestal members, including the load capacity, size, and material properties. Choose an appropriate cross-section for the pedestal member based on the design requirements. Common cross-sections for pedestal…

1.To create beam properties for the first floor and model the beams, you will need to follow these steps: Determine the required beam properties: Before creating beams, you need to determine the required beam properties such as the beam size, material type, and load capacity. This will depend on the specific design requirements…

1.To calculate the dead load based on IS code and apply it to the model, you can follow these steps: Determine the unit weight of materials: The first step is to determine the unit weight of the materials that will make up the dead load. As per IS code, the unit weight of finishes is 20 kN/m3, slab is 25 kN/m3, brick masonry…

1.To generate manual wind loading in the design report based on IS code for the given inputs, you can follow these steps: Determine the importance factor: The importance factor for the structure needs to be determined based on its intended use. For the purpose of this calculation, let's assume an importance factor of 1.0.…

1.In general, to obtain the bending moment, shear force, and deflection diagrams for an element of a structural model, we would need to solve the equilibrium equations and apply the appropriate boundary conditions. This involves calculating the internal forces and moments in the element, which are caused by the applied…

Determine the loads acting on the structure: Dead load: the weight of the building materials and any permanent equipment Live load: the weight of people, equipment, and materials that are temporarily present in the building Equipment load: the weight of the 10T crane and any other heavy equipment that will be used in the…

1.Reinforced concrete (RC) is a composite material that consists of concrete and reinforcing steel bars (rebars) or steel fibers. The combination of these materials creates a strong, durable, and fire-resistant structure. In general, the design of an RC building involves selecting the appropriate sizes and spacing of columns,…

1. Finishes: The finishes in the building include plaster, tiles, and paint. Assuming a thickness of 50mm for these finishes, the weight of the finishes can be calculated using the density of the material and the area covered. For example, if we assume a density of 2000 kg/m3 for plaster, the weight of plaster per square…

1. To generate seismic loading based on IS codal provisions and zone II, we need to consider the soil type, importance factor, response reduction factor, and other parameters. Let's assume the following data for the seismic loading calculation: Zone: II Soil type: Medium Building dimensions: 20m x 30m Building height:…

general process for designing RC columns and beams based on the analysis results. Determine the required strength of the columns and beams based on the maximum bending moment and shear force obtained from the analysis. Use the relevant design codes to determine the minimum reinforcement required to resist the bending moment…

Designing the slab and foundation of a building involves a systematic thought process that takes into account several factors. Here are some key considerations that may be involved in designing the elements of a building: Determine the load-bearing capacity of the soil: The strength of the foundation depends on the load-bearing…

1. Report Outline: Introduction: This section should provide an overview of the project and its objectives. Design criteria: This section should describe the design criteria that were used for the project, including building codes, standards, and load requirements. Site and environmental conditions: This section should…

general steps on how to approach the design and analysis of an RC office building as per IS standard code in TEKLA STRUCTURAL DESIGNER: Gather design specifications: Before starting the design process, gather information on the design specifications such as loads, material properties, etc. These include the dead load,…

To design and optimize the typical shear, moment, and splice joints in RAM Connection for the given structure, you would need to follow the following steps: Import the structural model from Staad Pro to RAM Connection. Define the design criteria and parameters, such as the material properties, load conditions, safety factors,…

To design a typical shear, moment, or splice joint in StaadPro Connection module, you can follow these steps: Define the joint type: Determine the type of joint you need to design based on the structural analysis results, member sizes, and loads. Specify the material properties: Enter the material properties for the members…

To calculate the gross water demand of the residential society, we need to first calculate the total number of persons living in the society. Based on the given information, we have: Total number of 2BHK flats = 200 Total number of 3BHK flats = 100 Number of persons in each 2BHK flat = 3 Number of persons in each 3BHK…

Check the base pressure and settlement beneath the base slab. Ensure that the base pressure and settlement are within the limits mentioned in Project-1. If the limits are exceeded, increase or decrease the dimensions of the base slab accordingly. Report the following results to carry out the structural design of elements:…