Reinforcement detailing of Columns from ETABS output

1. Aim: To export the Revit architecture and structure model created in week 6 challenge to Navisworks Cache file following the export settings. Procedure: Initially Open the Autodesk account and download the Naviswork Manage software. Now, open the Architectural model created in week 6 challenge in the Revit software.…

1. Aim: To create a set of sinusoidal points, a curve and a surface out of the curve using dynamo. Procedure:  Initially, open the architecture template of Revit software and go to manage tab. In manage tab select the dynamo. Then dynamo window opens and then go to new option. Now, start the process by inserting three…

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  OFFICE BUILDING 2) Assume reasonable assumptions for geographic and location details for your project modelling. Based on assumptions and type of structure…

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…

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.  Introduction: ETABS is an engineering software product that caters to multi strorey building analysis and design. SAFE represents…

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. 2. A column of size 600x600 carrying an unfactored gravity load (DL+LL) of 1175 KN is to be supported on pile cap, which ultimately transfers load to the piles underneath.…

Given: Column size = 400x400mm SBC = 150 kN/mm2</math>">mm2��2 Compression axial load = 2000 kN fck</math>">fck��� = M25 Steps to design a square footing: 1) Size of Footing 2) Net upward Pressure 3) Bending moment 4) Depth of Footing 5) Reinforcement 6) One way and Two-way shear Step 1: Size of Footing:  Load…

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…

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 analyse the given ETABS model and to extract the design results and detailing of two mentioned RC columns. Also the calculation for special confining reinforcement has to be ensured based on clause 8.1 of IS 13920-2016. Design of RC columns: Step-1: Analyse > Check model Analyse > Run analysis Using the above toolpath,…

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

AIM : Comparative study of different storey buildings for Seismic forces INTRODUCTION : There are 10 project of different story building (A, B, C, D, E, F, G, H, J, K).   Material Properties assigned as : Grade of Concrete : M30  Grade of Steel Reinforcement Bars : Fe 415    Loading  Dead Load on beams from infill wall…

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.…

Question 1: The building shown, 20 × 35 m in plan, has columns on a 5 × 5 m grid and shear walls (with dimensions shown in m, 250 mm in thickness) in three alternative arrangements, (a), (b), (c), all with the same total cross-sectional area of the shear walls. Compare the three alternatives, taking into account the restraint…

  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 describe…

Understanding the concepts on Degrees of Freedom Question 1: 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. Given: The fundamental period of vibration…

    1. Differentiate Static analysis and Dynamic analysis with proper representing pictures (30 marks) STATIC ANALYSIS:  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: Dynamic analysis…

    Question 1: a) b)  c)  What is the mode of failure or damage of the beams in the figure above? Are the damages repairable? Elaborate  INTRODUCTION:         The Crack identification in structures by detecting changes in their dynamic behavior has been studied in the past, and various methods have been developed, enabling…

    1. Design a Warehouse Building located in Chennai using STAAD Pro Connect Edition. The specification must be as follows:      Width  30m Length 50m Eave Height 9m Bay spacing 6m Soil type Medium Safe Bearing Capacity 200 kN/m2 Roof slope 1 in 12 Assume suitable sections for structural elements. Follow IS800:2007, IS1893…

    1. Design a multi-storey Residential Building located in Bangalore using STAAD Pro Connect Edition. The specification must be as follows:      Building floors G + 6 + R Plan dimension B = 25m ,  L = 16m Storey Height h = 3.5m Soil  Hard soil Use Residential Purpose Safe Bearing Capacity 180 kN/m2 Maximum slab thickness…

    1. 1. State the primary load cases to be considered for design.    2. What is One – Way slab?    3. What is the value of unit weight of structural steel and soil?    4. Name few sections that can be defined using Properties tab in STAAD Pro.    5. Define…

Q1] AIM:- 1. To assign Circular section to column 2. To assign Unit system to a .std model file 3. Parameters to be specified while using “Bay Frame” option 4. Name few codal standards incorporated in STAAD Pro software. 5. To specify the design compressive strength for a RCC section. PROCEDURE: - (1) Go to the Properties…

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…

      PROJECT : Create a 3 dimensional model of the residential building with a rendered view.    AIM: TO DRAW THE 3D  RESIDENTIAL BUILDING AND TO CREATE THE RENDERED VIEW     PROCEDURE :    DIMENSION : EXTERNAL WALLS : 9" WINDOW : 3'X4' DOORS : 4'X7' ALL DIMENSION…

    1. Create a 3D Isometric View of the building with plan and elevation given. AIM: To Create a 3D isometric view of the the building with plan and elevation using Autocad  PROCEDURE: In the command prompt type units >engineering>0'-0" In the command prompt type limmax>100',100' In the command…

  Create a 3D Furniture element as shown in the Figure. Assume dimensions which are missing Aim:  To create a 3D Furniture element using AutoCAD software. Introduction: Various commands used: QNEW command UN command Box command Rectangle command Extrude command SUBTRCT command DIMLIN command 3DO command…

    AIM: To create layout of plan and section, creating viewports, editing attributes and taking a plot. To create a kitchen layout in A4 sheet and take a plot To create Multiview ports for industrial section drawing, scaling it and taking a plot. COMMANDS USED: View Layout. Multiple View. Model Space. Paper Space. Scale.…

  Aim: To create the layout of the kitchen and providing hatches to it using the autocad in detail.  Introduction:   kitchen layout is the most important part of designing your perfect kitchen. It’s the layout that will determine how you cook, how you eat and how you socialise. So whether you’re totally remodelling the…

  1. Aim: to create template,inserting text and attributes. Procedure: a) Custom 1_title block Create a rectangle of 66.63mm and 158mm. Divide the line for the text into columns. For rows take offset of 5,10,5,5,8,30,15,15,20,20,10,15mm. By multiline text,type rev,description,by date,date on the first row by text height…

Aim :- To Design and Draft a layout of a Residential Building having plot size of 60' X 20' ( 18.3m X 6m ), facing East-direction using AutoCAD.    Architectural Drawing :- Site Plan Layout Ground Floor Plan First Floor Plan Elevation Section View    Structural Drawing :- Column…

  Aim of Project :  To sketch 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.  To calculate the individual corresponding loads from the members as per IS code by assuming the size of the structural elements.…

AIM: To calculate the Concrete Mix Design for M35 grade Concrete with fly ash EQUATIONS: Target mean strength : f’ck= fck +1.65 s                                                 …