Usage of Navigation tool , Timeliner and Clash Detection test using Naviswork

IM:To develop a model as per the given plan and analyze and design the structure. PROCEDURE :Take the screenshots of the plan and open them in paint.2. Draw the positions of columns and beams in paint.3. Open Tekla file and create the construction levels for the structure according to the plan.4. Construct horizontal…

Aim: To generate report for the steel building design.Procedure:Open the saved Tekla modelNow go to the report option from the Ribbon and select model report.Now select the load cases and combinations summary to obtain report.Click on the Show report to obtain the reportWe can change the project name, address etc,…

Aim:To design the slab and foundation of the model.To outline the thought process for designing of the elements (column, beam, slab and foundations)Procedure:Open the RCC TSD file.Slab design:Go to G.L, uncheck all members other than slab itemsClick a slab and check its property like reinforcement, bar diameter and spacing…

AIM: To run the analysis of the structure and design reinforced concrete beam and column *********Design of Reinforced Concrete COLUMN********* INTRODUCTION:The structural design of reinforced concrete (R.C.) columns involves the provision of adequate compression reinforcement and member…

AIM:- To generate seismic loading based IS codal provisions and zone II. Any other data you can assume and input accordinglyINTRODUCTION:- Seismic load are the earthquake load on the structure which acts from ground and transfer to the top the building. The Structure must be designed in such a manner to resist…

AIM:- To calculate dead load in design report based on IS code and apply dead load on the model:-Finishes of 50mmSlab as per designBrickwall 150mm thicknessRoofing load based on purlin sizeCeiling loading 0f 0.3KN per sq mINTRODUCTION:- Dead load are normally the weight of th structural member which includes…

AIM:Setup model for RC building design and based on following parameters for coverMEMBERSIN CONTACT WITH GROUNDABOVE GROUNDColumn50mm40mmBeam30mm25mmSlab30mm25mmPile cap75mm Foundation50mm PROCEDURE:Open TEKLA structural designGo to settings->Structure defaultsSelect the SSL for the cover in contact with…

PROJECT 1AIM:The aim of this project is to,Analyze and design a steel building to 10T CRANE as per IS standard code in TEKLA STRUCTURAL DESIGNER. Refer the attached plan and elevation. Provide bracings and moment connection for lateral stability. Consider dead, live, equipment and wind loading. Consider the brick…

AIM 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 model of our creation.Before we analyze the Model, to prepared and check the load properties, load cases…

AIM : Generate manual wind loading in the design report based IS code as per the following inputBasic wind speed = 39 m/sTerrain category = 2PROCEDURE :First calculate load combination RESULT:Calculations are done for the wall panel 2) Based on the above calculation apply the loadings on the model AIM…

AIM:- To calculate dead load in design report based on IS code and apply dead load on the model:-Finishes of 50mmSlab as per designBrickwall 150mm thicknessRoofing load based on purlin sizeCeiling loading 0f 0.3KN per sq mINTRODUCTION:- Dead load are normally the weight of th structural member which includes…

To model beams and bracings for industrial steel structures using TSD  AIM:To create beam properties for First floor and to model the beamsTo create rafter beam on second floor as roof and moment frame action in one direction and add bracings at locations as per the design intent INTRODUCTION:Rafter:A…

Aim: To create column properties for different types of pedestal members and model in the grids created as per the assignment 1Tools Required:-> Levels-> Manage Properties -> New -> Members -> Concrete Column.-> Grids-> Columns-> Properties tabProcedure:• Firstly open the software and change…

Open the Tekla structural designer software and click on New option and the new model workspace will appearNow all the ribbons and menu bars are visibleScene Content -Select window tab and then click on scene contentThe scene content checkbox will appears and it shows tick and untick element in the box Two scene view…

A 30 - 40hr project on modelling, analysis & design of a state-of-the-art tall building using ETABS software.Key Highlights:a. ModellingTo comprehend the architectural plan provided by the architect and look-out for the key information from the drawings.Import the architectural floor plan (provided by the architect)…

AIM :A 30 - 40hr project on modelling, analysis & design of a state-of-the-art tall composite building using ETABS software. The composite members to be designed using Comflor software.Key Highlights:a. ModellingThe structural model prepared for the project 1to be used for the project 2.Prepare two distinct structural…

SOLUTION: self weight of slab = 0.12*25 = 3kn/mself weight of beam = 0.5*0.75*25 = 9.375Kn/mfloor finish = 3kn/mlive load = 5kn/m Total weight = 11kn/m load on beam = total weight * tributary widthlet us give the names to all the beams in order as B1,B2,B3.....etc. load on B1 = W * tributary width+self weight…

. 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 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 Primary Beams.…

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     Que :- 1. 2. How will you assign Unit system to a .std model file?  Ans :-  While creating a model go to unit system and assign the units Go to geometry…

Q1. 1. Write the steps involved to upload a .std file through web mail? ANSWER:- Steps involved to upload a .std file through web mails are as follows; Open the STAAD pro software and locate the share option available on the introduction screen. After clicking on the share button, select send mail option. Then, browse…

AIM: To design and analysis of G+3 hostel building in etabs and foundation in safe    Introduction:  In this project, participants will get to experience the entire design process from modelling, analysis, design, and preparation of construction drawings. The architectural drawings of a G+3…

AIM:- 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. INTRODUCTION:- CSI SAFE (Slab Analysis by the Finite Element Method) is the best tool for designing concrete slabs and foundations.SAFE provide easiness to…

  Aim:- To design a square footing for a column of size 400x400 using some of the informations such as  The compression axial load for the load combination of (1.5 DL + 1.5 LL) = 2000 KN. The safe soil bearing capacity = 150 KN/m2 at a depth of 2 metres below E.G.L. Grade of concrete = M25 Then to perform the…

Introduction :-   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,…

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.…

Reinforcement detailing of Columns from ETABS output AIM: To Run the analysis and design the RCC Moment Resisting Frame for the ETABS file for a G+4 building is provided . The following challenge deals specifically with two columns at the following grid intersections. 3A 3B Provide details of longitudinal reinforcement…

1. Detailed design of concrete buildings -1 Detailed 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…

Ans :- Factors influencing the dynamic characteristics of a building :- -  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,…

Ans1. 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. 1. Frist open your ETABS software and open new file  2. Then…

1. The building shown, 20 x 30m in plan, has column on a 5 x 5m grid and shear walls( with dimensions shown in m, 250mm in thickness) in three alternative arrangements. (a, b, c), all with the same cross sectional area of the shear wall. Compare the three alternatives, taking into account the restraint of floor shrinkage,…

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. Ans: Symmertry: It is observed that the distribution of mass,stiffness…

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…

1. Differentiate Static analysis and Dynamic analysis with proper representing pictures (30 marks) Static Analysis: Static analysis of structures considers static loads acting on the structure such as dead,live load which does not vary with time and are not considered to be sudden. In static analysis stiffness…

a)    This crack will be formed due to the flexural failure of a beam. The flexural strength, known as modulus of rupture, bend strength, or fracture strength, is a material property, defined as the stress in a material just before it yields in a flexure test. The flexural…

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 …

1) Using Dynamo create a set of sinusodial points and create a curve and create a surface out of the curve.     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.…

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:- As per the given options in the question I am opting for Multi Unit Residential Apartment…

1) Based on the project saved from Week 3, proceed from First Floor Level .Model a Ceiling from architecture tab above the walls at first floor level AIM : To model a ceiling to the previously created project with the help of architectural tab above the walls at first floor level. TOOLS USED : Architecture tab, ceiling,…

CREATING A 3D RENDERED MODEL FOR A RESIDENTIAL BUILDING IN AUTOCAD Aim: To create a 3 dimensional model of the residential building with a rendered view in AutoCAD. Introduction: Rendering is a process of creating a raster image based on 3D objects in a scene. A renderer is used to calculate the appearance of the material attached…

Aim: To draw the 3D Isometric View of the building as shown in the figure Introduction:   A plan view of wall of two elevation views of windows on both sides are given and they are to be converted into a 3D model. 2 window openings on both sides are given with details regarding the frame dimensions, mullion…

 AIM: To create a 3D Furniture element as given in the figure and need to assume dimensions which are missing in the drawing.    INTRODUCTION:- The three dimensional furniture element was drawn in the autocad using the different tools in the autocad. 3D models are widely used anywhere in 3D graphics…

Aim: To create the layout of the plan and section A of the project in challenge 7 as shown in the figure above in AutoCAD Introduction: The layout is created in Auto CAD by using the template Tutorial-mArch.dwt in a scale as given in the figure. The procedure is explained in detail with diagrams of each step…

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 limits and limax are also set zoom comand is also used Steps for drawing Below Counter Plan Open Auto…

AIM :          TO CREATE THE TEMPLATES BY USING AUTOCAD TOOL   IN THIS TAMPLATE NAME OF THE PROJECTCLIET NAMECONRACTOR NAMETYPE OF DRAWINGDRAWING TEMPLATE NUMBERNUMBER OF THE REVISIONDRAWN BYCHECKED BYRECHECKED BY ETC.. ARE MENTIONED PROCEDURE : OPEN AUTOCADCHANGE UNITS AS YOUR REQUREDTYPE…

AIM: To Design and Draft a layout of a residential building with plot size (18.3 m x 6 m)  Commands Used: xl  offset trim Extension ADC (design centre ) line rectangle lt (linetype) arc Procedure: step 1: In the command prompt type Units >meters  In the command prompt type limmax >100,100 In the command…

Sketch the G+1 residential building plan : Dimension of ground floor plan ; Porch  7’8” x 6’4” Hall   10’4” x 14’4” Bedroom  9’10” x 13’6” Kitchen  8’0” x 9’0” Open area  8’0” x 4’4”…

To calculate the concrete mix design for M35 grade of concrete with fly ash target the mean strength ; f'ck = fck +1.65 compressive strength at 28 days of concrete S = standard deviation (IS 10262:2009,table-1) volume of cement : (massof cement/specific gravity of cement) X 1/1000 volume of water : (mass of water/specific…