Modelling of 25 storey building with the specified properties using ETABS

Que :- 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…

Que :- 1. 1. State the primary load cases to be considered for design. Ans :-  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…

Que :- 1. 1. How will you assign Circular section to column? Ans :-  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 :- …

Que :- 1. 1. Write the steps involved to upload a .std file through web mail? Ans :-  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.…

Que :- 1. Differentiate Static analysis and Dynamic analysis with proper representing pictures (30 marks) Ans :- When I was doing my first civil engineering design I hardly thought about dynamics. Static analysis was “all there was” for me. And to some degree, it might have been even justified back then.…

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. The fundamental period of vibration (T1 = 2 seconds) and…

Que :- Design a square footing for a column size of 400x400. 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 a depth of 2 metres below E.G.L. Participants are free to go for either a tapered or stepped footing. Besides the total axial load,…

Que :- 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 RCC building is provided. The following information on the building is to be used: Location – Guwahati, Assam Function…

Que :- 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 Ans :-  Aim :  -To Analyze and designthe isolated footing from week 11 challenge on SAFE - To verify the size, depth and steel provided as per calculations.…

Que :- The architectural drawings for a G+7 residential building in zone 5 has been provided. The floor plan is the same for all 7 floor levels. Possible column positions have also been provided. Conceptualize a framing plan layout and then model the building in Etabs. The following architectural drawings have been provided:…

Que :- The etabs file for a G+6 building is provided. Run the analysis and design the RCC shear walls (show in the etabs model). The following challenge deals specifically with the shear wall of size 300x1500 at grid A-11 in the structural model. Extract values of longitudinal steel ratio, boundary element length and shear…

Que :- Reinforcement detailing of columns in Etabs 2018. The ETABS file for a G+4 building is provided. Run the analysis and design the RCC Moment Resisting Frame. The following challenge deals specifically with two columns at the following grid intersections. 3A 3B Provide details of longitudinal reinforcement for the…

Que :- Challenge 7 – Detailed design of concrete buildings -1 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.      …

Que :- Factors influencing the dynamic characteristics of a building Factors influencing the Natural Period of a building Factors influencing the Mode shape of oscillations Click here for the attachment Ans :- Factors influencing the dynamic characteristics of a building :- -  Buildings oscillate during earthquake…

Que :- Challenge 6 – ETABS modelling of a 25 storey building 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. Structural Element…

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…

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…

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 Ans :-  a)              This crack will be formed due to the flexural failure of a beam. The flexural strength, known as modulus…

Que :- 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 the above the options of type of structure to build a building, i…

Que :- 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 Ans :-  Aim :-  Using the Architecture/ Structure Project file developed and exporting the Revit…

Que :- 1) Using Dynamo create a set of sinusoidal points and create a curve and create a surface out of the curve. Ans :- Aim : Using Dynamo create a set of sinusoidal points and create a curve and create a surface out of the curve.  Procedure : open revit ,go to manage tab and select dynamo, we get an interface…

Que :- 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 Ans :-  To Model A Ceiling From The Architecture Tab Above The Walls At The First-Floor Level. Introduction :- - The Creation Of Ceilings Within…

Que :- 1. Create column properties for different types of pedestal members and model in the grids created as per the assignment1 Ans :- Aim : To Create Column Properties For Different Types Of Pedestal Members Introduction :- Tekla Structure, Basic Building Objects Are Provided And Detailed Further. Columns, Beams…

Que :- 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…

Que :- 1Generate report for the steel building design from challenges 1 – 6 along with the loading summary Ans :- Aim : To Generate The  Report  For The Steel  Building Design Procedure :- 1.Open The Tekla Model 2. Now Go To Report Option From The Ribbon And Select Model Report 3. Now Select The Load…

Que :- 1. Design the slab and foundation of the model. Outline the thought process for designing of the elements (column, beam, slab andfoundations) Ans :- Aim : To Design The slab And Foundation Of The Model Tool used :- 1st Order Analysis , Analysis All ( static ) , Status , Check Panel , Properties Window Etc. Procedure…

Que :- 1. Based on the analysis design RC column and beam. Ans :- Aim : To Based On The Analysis Design RC Column And Beam Introduction :- An Ordinary reinfrced Concrete Beam Or The Column Itself Is An Inhomogeneous Section Composed Of Concrete And Reinforcement , Whose Behavior Is Totally Different. A Reinforced Concrete…

Que :- 1. Generate seismic loading based IS codal provisions and zone II. Any other data you can assume and input accordingly Ans :- Aim : To Generate Seismic Loading based IS Codal Provisions And Zone II Using Seismic Wizard. Intoduction :- Seismic Load Indicates Much Seismic Energy ( Waves Of Energy That Travel Throught…

Que :- 1. Calculate dead load in design report based on IS code and apply dead load on the model - Finishes of 50mm - Slab thickness as per the design - Brick wall load - Roofing load Ans :- Aim :   To Calculate Dead Load In Design Report Based On IS Code And Apply Dead Load On The Model Introduction :-…

1. Setup model for RC building design and based on following parameters for cover MEMBERS                                  IN CONTACT WITH                          ABOVE…

Que :- 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 wall loading for 150mm thick and 1.5…

Que :- 1. Summarize your study for the bending moment, shear force and deflection diagrams for the elements of the mode Ans :- Aim : Summarize Your Study for The Bending Moment , Shear Force And Deflection Diagrams For The Elements Of The mode Procedure :- - Initally Open The Tekla File You saved Previously - After opening…

Que :- 1.Generate manual wind loading in the design report based IS code as per the following input - Basic wind speed = 39m/s - Terrain category 2 Ans :- Aim :  Generate manual wind loading in the design report based IS code as per the following input - Basic wind speed = 39m/s - Terrain category 2 Procedure :- First…

Que :- 1.Calculate dead load in design report based on IS code and apply dead load on the model - Finishes of 50mm - Slab as per design -Brickwall 150mm thickness  - Roofing load based on purlin size -Ceiling loading 0f 0.3KN per sq m Ans :-                    …

1. Create beam properties for First floor and model the beams Ans :-            Aim  :- To Create Beam Properties And Model Primary And Secondary Beams On The Ground floor , First   Floor , Roof Level Introduction :- Tekla Structure , Basic Building Objects Are Provided And…

Que :- 1. Summarize the user interface in TSD with the for the following items: -   Project Workspace – How to access and usage    Scene Content – Demonstrate the use of scene content    Create two scene views   Loading drop list- How to access    Properties windows –…

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. Modelling The structural model prepared for the project 1to be used for the project 2. Prepare two distinct structural…

Aim: To model a tall building in ETABS for the given architectural drawing along with the given parameters and to design their frame elements.   Procedure in ETABS modeling: a) Column spacing and wall spacing marking in the architectural drawing b) Story assignment   c) Grid assignment   d) Material assignment   e) Frame…

AIM:  To create a 3D rendered model for a Residential Building in AutoCAD INTRODUCTION: The main objective of this project is to understand about to create a Plan in 2D, then convert it into 3D using AutoCAD 3D, applying materials and rendering. AutoCAD is primarily used for generating 2D sketches. While it is…

Create a 3D Isometric View of the building with plan and elevation given.     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…

Q] Create a 3D Furniture element as shown in the Figure. Assume dimensions which are missing.        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…

Design and Draft a layout of a residential building with the following details: a. Plot Size: 60’x20’(18.3m x6m)  b. Orientation- Facing East    c. Develop the following: 1. Architectural Drawing (Floor Plan, Elevations, and Sections)                  …

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.…

Q1. Create the layouts of the Kitchen and provide hatches pattern as shown. Also, use blocks wherever required. Provide appropriate dimensions in the plan. Assume the size of doors, appliances and others as per the standards.     Aim: To Create the Kitchen Layout and to Also, use proper dimension techniques…

AIM: To Create Custom1_titleblock and Custom2_titleblock using Attributes and block command from Autocad software . PROCEDURE: Step 1 ( custom1_tittleblock) In the command prompt type L to draw the lines  In ribbon tab > Annotate > Mtline ( to draft the text ) go to properties tab to change the colour …

Q]Create the Plan and Sections as shown in the Figures. Use proper dimension techniques and dimension styles to document the project.      Assume the sizes of the doors and windows as per construction standards. Refer to sections for stair details if required.           Aim:- To…

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. AIM: To Draw the elevation and details of a wardrobe as shown in the Figure below. After sketching and to provide the dimensions and text with the use of layers.…

1. Create a column schedule as shown in figure1. Create a column schedule as shown in figure   INTRODUCTIONINTRODUCTION 1. Column C1 is provided with 4 bars of 20 mm dia. and 6 bars of 12 mm dia. The 12 mm dia bars are marked with 'a'.2. Column C1a and Column C3 are provided with 12 bars of 16 mm dia bars.3. Column C2…

Que 1. Ans :- Aim:To draw the layout of a residence plan. Commands used: XL-V OR XL-H. Offset. Fillet. Extend. Trim. Procedure: First create a new AutoCAD file with imperial settings. Make sure that in units the type is "Engineering" (as the dimension is in feet and inches) and also set the precision. Set the limits with…

Ans:- AIM: To draw the given sketches in autocad. INTRODUCTION: autocad offers various tools like rotate,chamfer,fillet,move,offset etc to ease thr sketching process.  PROCEDURE: DRAWING 1: 1.Open new file and set decimal and precision to 0.00. 2.Command line: From random point draw 3.00 m line and @2.12

Ans :-   AIM- 1- TO DRAW THE CROSS SECTION OF LOAD BEARING WALL OVER SPREAD FOOTING      2- TO DRAW THE CROSS SECTION OF ISOLATED FOOTING. 3- TO DRAW LINE DIAGRAM OF TWO BEDROOM BUILDING. 4- TO DRAW CROSS SECTION OF A LOAD BEARING WALL SHOWING FOUNDATION DETAILS 5- ISOMETRIC VIEW OF STEPS. 6- ISOMETRIC…

   Que :- Create the geometries from P1 to P2 using all the coordinates system methods. You need to use the Line tool to create the geometries. Where required you need to use the circle tool. Please read the drawings and find out the missing dimensions before working on the sketches. Note: Use the Imperial…

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 the members…

Aim :- To Calculate The Concrete Mix Design For M35 Grade Concrete With Fly Ash Equations :- * Target Mean Strength : f'ck = fck+1.65 s f'ck = Target Mean Strength fck = Compressive Strength At 28 Days Of Concrete s = Standard Deviation ( IS 10262:2009 , Table-1 ) * Volume Of Cement : ( Mass Of Cement / Specific Gravity…