Conceptual design of a building with columns and shear walls

Continution from project-1Define Load Combinations:-Assigning the loads to the structure View of Brick wall load assign at all floors = 10.35 KN/mView of Brick wall load assign at Terrace floor = 5KN/m Assign shell load to slabs = 4KN/m^2View of load applied Shear wall palcement is identified after addressign…

AIM:Design, Analysis & Preparation  of construction drawings. The architectural drawings of a G+3 RCC building as per the given above data.PROCEDURE:-Open new file in ETABS softwaresetting units as metrics Eedit the  grids and story setting as per the dimension of the above planSet the story-1 as the master…

AIM: Design of Foundation using SAFE v20INTRODUCTION:CSI SAFE (Slab Analysis by the Finite Element method) is the best tool for designing concret slabs and foundations.SAFE provides easiness to engineer towards the safe desing of strructures with powerful tools like draw, analyze, design and detailing, etc.PROCEDURE:Open…

AIM: To design a square footing for a column size of 400x400 for given constraints and do following check:If the gross bearing pressure under the footing is within safe bearing capacity provide sufficient depth and longitudinal steel for resisting bending and shearSufficient anchorage for column steel into the footingIf…

AIM:To analyse and to design the composite high rise building uisng ETABS. And to design composite deck profile using comflor softare.Flow Chart for composite high rise building analysis and design:Architectural plan study & Column shear wall position markingSteel beam alignment marking Material data & loading…

AIM:   model and analyze the G+7 residential building from the given architectural drawing using the ETABS 2018.INTRODUCTION:-Modellings tools and templates, code-based load prescriptions, analysis ethods and solution techniques, all coordinate with the grid-like geometry unique to this class of strucutre.Basic…

AIM : To Develop structural system & framing plan of a sample precast building (G+ 6) in Bhopal, India as per Indian structural codes.1. Preparing the design basic report of the building dedsign:Design Basic Report consists the followingCover page with over viewIntroduction of the building Building Description…

AIM : Run the analysis and to Design the RCC Shear walls. And to extract the values of the longitudinal steel ratio, boundary element length and the shear reinforcement ratio from the design results.Procedure:First Open the ETABS file which is given in the attah. Open that file into the ETABS  software on which we…

COMPLETE STEPWISE PROCEDURE TO DESIGN COLUMNS IN ETABS AND EXECUTED THE DETAILING USING AUTOCADOpen the model for which you want to Design columns in ETABS Doble click on the ETABS shortcut on your desktop or run it from the start menu. Wait for it to load till the ETABS opening screen appears on your computer.From…

Ans)AIM: To design the beams in detail from the ETABS 2018To provide details of longitudinal and shear reinforcement for the given two continous beams. To calculate the value of maximum shear force in any one of the spans in the continous beams.INTRODUCTION Beams are horizontal structural elements used for…

Comparative Study of Different Story Buildings for Seismic ForcesAIM: TO MODEL AND ANALYZE MULTIPLE BUILDINGS WITH DIFFERENT FLOOR LEVELS AND DESIGN PARAMETERS USING ETABS SOFTWARE AND COMPARE THE RESULTS TO UNDERSTAND THEIR OVERALL SEISMIC BEHAIOUR.INTRODUCTION:                 …

ANS:Open new model in ETABS set the unit metric SI as per  Indian standardCustuom the grid system data and story data and press ok.Go to Define Material Property Go to Define tab--Section Properties frame Section -- Add New Property and Add Column 1000 X 1000 and Beam 750 x 1000Go to Define tab--Section Properties…

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:CONCLUSION:Check if the translational fundamental natural period of…

1. ACriteriaABRestraint of Floor shrinkageObservationCorners are left free but restrains along the egdNon-unifrom restrainsCONCLUSION: a) Will have higher restrain to shrinkage, thus lead to cracks in the floor. b)is average. c) Will not effefctively restraThe Lateral StiffnessObservationComparatively Lower Lateral Stiffness…

1 A) Inverstigation of the framing  plan with respect to symmetry in X-direction:If we split the plan vertically half, it will look mirrored. So we conclude the given plan is symmetric in X-direction.The column in X-direction are comparatively more and evenly spaced. so the structure is more redundant in X- direction.…

Develop general arrangement for the RC office building. Analyze and design the building as per IS standard code in TEKLA STRUCTURAL DESIGNER. Refer the attached plan and elevation. The building to be designed for dead, live, wind and seismic loading.Report of each member to be generated and extract drawings for structural…

1.Generate report for the steel building design from challenges 1 – 6 along with the loading summaryAIM:To Generate for the steel building design from -challenge 1-6 along with the loading summaryINTRODUCTION:Open the model.If needed, number the modelOn the Drawings & reports tab, click reportsSelect a report template…

Design the slab and foundation of the model. Outline the thought process for designing of the elements (column, beam, slab and foundations)AIM:-To design are done based on the dead load on the, live load and floor finishes and based on this slab thickness and reinforcement are provided. Similarly, foundation design is…

1.Based on the analysis design  RC  column and beam AIM:- To Based on the analysis desin RC  column and beam.INTRODUTCTION:-An ordinary reinforced concrete beam or the column itself is an inhomogeneous section composed of concrete and reiforcement, whose behaviour is totally different.A reinforced concrete…

1.Generate seismic loading based IS codal provisions and zone II. Any other data you can assume and input accordinglyAIM:- To generate seismic loading based IS codal provisions and zone II. Any other data you can assume and input accordinglyINTRODUCTION:-Sesimic load are the earthquake load on the structure which acts…

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 calcuate dead laod in design based on IS code and apply on model.Tools Used- Load cases, Full UDL, Area Load , Property Window.Calculation-Slab load =  (Model…

ANS-STEP-1STEP-2STEP-3STEP-4STEP-5STEP-6

 1. Setup model for RC building design and based on following parameters for coverMEMBERSIN CONTACT WITH GROUNDABOVE GROUNDColumn50mm40mmBeam30mm25mmSlab30mm25mmPilecap75mm Foundation50mm AIM Setup model for RC building and based on following parameters for cover PROCEDURE:Open TEKLA strutural designGo…

AIM:-  The aim of this project Analyze and desingn a steel building to 10cT CRANE as per IS standard code in TEKLA STRUCTURAL DESIGNER. Refer tthe attached plan and elevation. Provide bracings and moment connection for lateral stability.Considere dead, live , equipment and wind loading. Consider the brick wall…

1 .Summarize your study for the bending moment, shear force and deflection diagrams for the elements of the modelAIM:To analyse the structure and summarize study for bending moment, shear force and deflection diagrams for the elements of the model and also display these parameters for our model.PROCEDURETo Open the preview…

Generate manual wind loading in the design report based IS code as per the following inputBasic wind speed = 39m/sTerrain category 2AIM: Generate manual wind loading in the design report based IS code as per the following inputBasic wind speed = 39m/sTerrian category = 2PROCEDURE:First calculate load combinationRESULT…

1. Differentiate Static analysis and Dynamic analysis with proper representing pictures A) STATIC ANALYSISStatic analysis can only be performed if the syste being simulated does not depend on time and if the loads being applied are constant.Static analysis don't consider inertia.Static referes to the force that…

Calculate dead load in design report based on IS code and apply dead load on the modelFinishes of 50mmSlab as per designBrickwall 150mm thicknessRoofing load based on purlin sizeCeiling loading 0f 0.3KN per sq mA)  Aim:- To calculate dead load in design report based on IS code and apply dead load on the model:-Finishes…

1(a)Observations:Concrete crused and the reinforcement is exposed.Concrete spalled beyond the reiforcement which may be a sign of rupture.Beam top portion looks safe because of the flange advantage from slab.The crack develops from bottom top means rebar yielding occurs in support bottom only.Answer:Its form of flexural…

1. Create beam properties for First floor and model the beamsA) Create Beam Porperties for First floor :Go to Home tab click manage properties Create Beam properties required material for modelSelect construction levels of set as  ground floor, first floor first floor snap create beams as required way .…

Aim:  To Model of a member roof with cables. The modeling, form-finding and create the cutting patterns to the structure.Procedure: Create a new project and form finding and cutting pattern optionsCreate the nodes for the membrane StructureConnect the lines to the nodesAssign the material as cable to the…

Create column properties for different types of pedestal members and model in the grids created as per the assignment 1A) Create column properties for different types of pedestal members and model in the grids created as per the assignement Procedure:  open Tekla Strucure Designer software Create New …

1. Summarize the user interface in TSD with the for the following items: -A) Project Work Space : Given design Drawing to study the grids and alinement of column placement  and beam placements.Analysis of tool bar in tekla structural Designer Educational in Home tab to manage the properties to acess the materials SECEN…

AIM: Perform Form- finding and structural analysis structure of multiple masts.   PROCEDURE: RFEM software and input the required settings     Set the units to metric system    Tick  the Form Finding option   Insert the nodes at required loacations    connect the lines with…

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.…

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…

1. 1. State the primary load cases to be considered for design. A)  The primary load cases to be considered for the design are the  Dead load  Live load/ Imposed load  Wind load  Earth quakeload     2. What is One – Way slab? A)  One - way slab The ratio of the longer span to the shorter span is greater than 2 is know…

1. 1. How will you assign Circular section to column? A)   Go to properties in that select define property select circle and  give the radius for the member and assign the defined circle to the  member created     2. How will you assign Unit system to a .std model file? A)         While creating a model go to unit system…

1. 1. Write the steps involved to upload a .std file through web mail? A) Steps innvolved to upload a std file wed mails are as follows; Open the STAAD pro software and locate the share option avaliable on the introduction screen. After clicking on the share button, select send mail option. After clicking on the share…

1) Use the Architecture/ Structure Project file developed by you in Week 6 to 8. Export the Revit architecture and structure model to Navisworks Cache file following the export settings discussed in class A) AIM:-     To use the architecture/ structural project file developed from week-6-8, export the Revit file to navishworks…

1) Using Dynamo create a set of sinusoidal points and create a curve and create a surface out of the curve.     Ans)   AIM:-  To create a set sinusoidal points, a curve and a surface out of the curve using dynamo.   PROCEDURE:   Intially , open the architecture template of revit software and go to manage tab. In manage…

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 Ans: From above the option of type  of structural to build a building, i need to pick a multi- unit residential Apartment.   2) Assume reasonable assumption…

1) Based on the project saved from Week 3, proceed from the First Floor Level. Model a Ceiling from the architecture tab above the walls at the first-floor level AIM:- To create the ceilling above the walls at the first floor level. PROCEDURE:-  Initially open the week 3 assignment from the revit software. Then, first…

AIM: To create a 3D rendered model for a Residential building in AutoCAD INTROUCTION: The main objective of the project is to understand about to create a plan in 2D, then convert it into 3D using AUTOCAD 3 D, applying materials and  rendering. AutOCAD is primarliy used for  generating 2D sketches.While it is…

1.Q] Create 3D Isometric view of the building with plan and elevation given. AIM:- To create a 3D isometric view of the given building with plan and elavation. INTROUDUTION:-  An isometric drawing is a 3D representation of an isometric drawing,compared to other types of 3D representation, is that the final image is…

1.AIM       To create a 3D furniture elements using the various commands in auto CAD. INTROUDUTION BY 3D VIEW  The process of creating a mathematical representation of any surface of an object in three dimensions by using special software. A 3D model can even be  represented as a two dimension…

1) Creating a layout of the plan and section the project in challenge 7, using  the template tutorial- mArch.dwt in a scale as given in the figure.Use the  MV command to create the viewport of the size as shown in figure.Also ,use ATTEDIT command to edit the information in the tittle block.Use A1 size for the…

AIM: To Create the kitchen Layout and to Also, use proper dimension techniques to  dimension the kitchen layout.Also,insert text wherever required. All dimensions are in mm. Procedure: Step-1:  units are set to mm Limit and limax are also set  Zoom command is also used Step for drawing below counter plan …

Aim: To create: Template,inserting text and attributes Doors of warehouse and placing it in blocks Electrical legend and making it blocks Different types of door for residential project  Drawing bars,making it as block and making it as a table as bar    Commands used: Block. Insert. Attributes. Field. Rectangle.…

Aim:To draw  1.Architectural drawing of a residential building: Plan of a residential building. Elevation of a residential building. Section of a residential building. 2.Structural drawing: column plan layout of the building. Footing plan layout of the building. Beam plan layout of the building. Commands used: Line,Offset,Rectangle,Trim,Extend…

AIM & INTODUCTION : To sketch a G +1 floor residential plan according to vastu shastra and to list down the names of structural drawing required to be provide to the site  To assume the size of structural elements (column,beam,slab etc) and to calculate the loads from the members as per IS code.   Dimensions of Ground …

AIM  : To calculate the concrete mix design for M35 grade concrete with fly ash  introduction: Mix design calculate procedure is the same when either GGBS or fly ash is used , the only change will be specific gravity of the admixture. the specific gravity of the fly ash ranges from 2.1 to 3  whereas…