1Ans:Mix Design for M35 Grade concrete with fly ash Data Grade of Concrete = M35 Compressive Strength = 35N/mm^2  Course Aggregate (Maximum Nominal Size) = 20mm Type of Cement = OPC 43 Grade pertaining to IS 8112:1989  Minimum Cement Content = 320Kg/m^3 (From Table5 of IS 456:2000 Environment condition Severe)…

Sketch a G+1 floor residential plan, according to Vastu 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…

1.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) 2. Structural Drawing (Column, Beam, Footing Plan) Answer: Aim: To…

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. Use text and attributes wherever required. After creating the title block you need to save it as a block with names: Custom1_titleblock and Custom2_titleblock, respectively.…

1. 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 draw the given kitchen layout in AutoCAD as specified. Commands Used: Line,…

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. 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 title block. Use A1 size for the layout.…

1. Create a 3D Furniture element as shown in the Figure. Assume dimensions which are missing. Answer: Aim: To create a 3D view of given furniture element Commands Used: Line, Box, UCS, Rectangle, Union, Extrude, Substract, Plan, 3Dorbit, Dimlinear. Procedure: 1. Open a new AutoCAD file, select imperial and sets the units…

1. Create a 3D Isometric View of the building with plan and elevation given. Answer: Aim: To create a 3D Isometric View of a building with plan and elevation. Commands Used: Line Rectangle Dimlinear UCS Region Extrude Substract Box Units Dimstyle 3D face 3Dorbit Explode Hide Move Copy Dist Solidedit 3D Mirror Union…

1. Create a 3 dimensional model of the residential building with a rendered view.  Answer: Aim: To draw a 3D model of the residential building with a rendered view. Commands Used:  Line Offset Extend Trim Rectangle Circle Erase Polygon Mirror array Copy Move Rotate Scale Chamfer Fillet  UCS Region Extrude…

1. Answer: Aim: To place the ceiling in first floor using ceiling option from the Architecture tab. Procedure: Go to the architecture tab -> Click on the ceiling -> select the sketch ceiling -> click on the pick line option -> start selecting external walls of the billding in 3D view ->…

1.Answer: The type of building choose is b. Office building 2.Answer: NBC Limitations are as follow The Open space around the building shall not be less than 4.5m The type of construction is Type 2 construction The FAR value for the business shall be take as 2.9 The plat size is taken as 50m x 75m, hence the FAR value…

Challenge 10: Creating Conceptual mass in REVIT and Creation of Sinusoidal curve and a Parametric stadium using Dynamo   1) Using Dynamo create a set of sinusoidal points and create a curve and create a surface out of the curve. Answer: Aim: To create a set of sinusodial points and create a surface of the curve.…

Challenge-11: Usage of Navigation tool , Timeliner and Clash Detection test using Naviswork INSTALLATION OF NAVISWORKS MANAGE SOFTWARE 2023 & NAVISWORKS EXPORTER UTILITY 2023                                      …

INSTALLATION OF STAAD Pro TRAIL VESRION SOFTWARE                   1Q. 1. Write the steps involved to upload a std file through web mail? Answer: Steps involved to upload a std file through web mail are as follows; Open the STAAD Pro software and locate the share option available…

Challenge -2 1Q. 1. How will you assign Circular section to column? Answer: Procedure: Open the STAAD Pro software -> enter the project details -> Create the model of STAAD Pro -> Enter the nodes (0,0,0) and (0,10,0)  Join the notes by using Add beam option -> Go to the properties ->…

Week-3 Challenge  1Q. 1. State the primary load cases to be considered for design. Answer: The following is a list of the main load cases that should be taken into account when designing: Dead Load, part one of IS 875. Live Load (Part II of IS 875). (IS 875: Part III) Wind Load. (IS 875: Part IV) Snow Load. Earthquake…

Project 1 Answer: Aim: To use STAAD Pro Connect Edition to design a multi-story residential building in Bangalore. Procedure: Data: Material weight in a unit 25 kN/m3 for reinforced cement concrete Concrete Cement Screed = 20 kN/m3 22 kN/m3 in cement masonry units Steel Structural = 78.5 kN/m3 Steel Structural = 78.5 kN/m3…

Project 2 1Q. 1Answer: Design of a steel column:   2. Design a simply supported gantry girder to carry electric overhead travelling crane Given:  Span of gantry girder = 7 m Span of crane girder = 9 m  Crane capacity = 250 kN  Self-weight of trolley, hook, electric motor etc. = 40 kN  Self-weight…

Week 1 Challenge Q1. What is the mode of failure or damage of the beams in the figure above? Are the damages repairable? Elaborate Answer: a.  Damage can be seen at the beam-column joint in the image above. It is obvious that the Beam's part of the damage is larger. The Damage is primarily the result of the reinforcement…

Week 2 Challenge 1Q. Answer: Static Analysis Static analysis can only be carried out if the simulated system is not time-dependent and if the loads are constant. Inertia is not accounted for in static analysis. The force that is constant in size, position, and direction on or inside of a structure is referred to as static.…

Week-3 Challenge 1Q. Answer: The steps are as follows,

Week-4 Challenge 1Q. Answer: 1. Symmetry Examining the symmetry of the framing plan's elements, it can be seen that the distribution of mass and stiffness is uniform throughout the structure.It is regarded as having one of the best symmetrical features.As a result, both of the two horizontal displacements in each of the…

Week-5 Challenge 1Q. Answer: For the structure a. Due to the asymmetry of this structure, it is taken into consideration. The shear wall's L-shaped shape and the horizontal irregularities present here cannot be taken into consideration. Regarding specific aspects of the seismic response of non-rectangular walls, there…

Week-6 Challenge  Modelling a 25 storey Building using ETABs Answer: Aim: To model, analyze, and cross-check the parameters in accordance with the requirements of IS 1893 a 25-story building with the given specifications. Procedure: Launch the ETABS application.Choose the option to create a new model from the file…

Project 1 - Comparative Study Of Different Storey Building For Seismic Forces Answer: Aim: To Model, Analyze and compare the results from different building using different floor levels and design parameters using ETABs software to understand their general seismic behavior. Procedure: 1. Building A - Two Storey i.…

Challenge 7 1Q. Answer: Aim: To precisely design the beams using the Etabs 2018.   To give information about the longitudinal and shear reinforcement for the two continuous beams that are given. To determine the maximum shear force in any one of the continuous beams' spans. Introduction: Beams are horizontal structural…

Challenge 9 1Q. Answer: Aim: To provide information on the two columns' longitudinal reinforcement from the foundation to the terrace level. Procedure: Launch the G+4 Etab file. To use the Concrete Frame Design tool, click it. The Display Design Info option should be chosen. Select longitudinal reinforcement as the…

Challenge 10 1Q. Answer: Aim: Running the analysis and creating the RCC shear walls are the objectives of this challenge. likewise to extrapolate from the design outcomes the values for the longitudinal steel ratio, boundary element length, and shear reinforcement ratio. Procedure: Therefore, open the ETABS file that is…

Week 10 Challenge - Structural Modelling of G + 7 Residential Building Using ETAABs Answer: Aim: Utilizing ETABS 2018, to model and analyze the G+7 residential building from the provided architectural drawings. Intriduction: Engineering software called ETABS is used to analyze and design multi-story buildings. The grid-like…

Challenge 11 - Design Of shallow Foundation (Isolated Footings) 1Q. Answer: Aim: To design the square footing using the data given. Introduction: Isolated footings are those that are provided independently under each column. Typically, their sections are square, rectangular, or circular. PCC is set on foot. Termite control…

1. Answer: Aim: To use SAFE to model the isolated footing, analyze it, and design it in order to confirm the dimensions, depth, and steel calculation supplied Procedure:  Every step will be described, along with a step-by-step guide. Step 1: Launch the safe software Make a fresh model. Modify the configuration …

Aim: In order to construct and evaluate the provided building in ETABS 2018, a structural model that complies with IS 1893 and IS 13920 must be created. to create the ground floor framing plan and beam detailing, to design the pile cap and pile reinforcement details, to tie the beam connecting the pile caps, and to sketch…

PROJECT 1 : MASTERING SHEAR FORCE AND BENDING MOMENT DIAGRAM Aim:  Determine the loading on the beam indicated, analyze the beams and draw bending moment and shear force diagram. Use slope deflection method. Do not consider any load patterning. Also, do not consider any girder deflections for this analysis purpose.…

Question: A 30 - 40hr project on modelling, analysis & design of a state-of-the-art tall building using ETABS software. Key Highlights: a. Modelling To 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…

WEEK 1 CHALLENGE 1. Answer: Project Workspace: Using and Gaining AccessLaunch the Tekla application.To open the new window for generating models, click NEW. Scene Content: Exhibit how to utilize the materialClick Windows, then Properties, then Scene Content.It is used to check and uncheck the boxes related to material…

WEEK 4 CHALLENGE 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 Answer: Apply dead load to the model and compute dead load in the design report using…

WEEK 2 CHALLENGE 1. Create column properties for different types of pedestal members and model in the grids created as per the assignment 1 Answer: 2. Create column properties for steel columns and model columns in the gird created as per assignment.1 Answer: The 600x600mm concrete pedestals were chosen, and their properties…

WEEK 3 CHALLENGE Specifics of the structure: Support: Top and Bottom Fixed-PinnedPedestal Size for Concrete: PD1 = 600x600 mm Steel Beams: MB 300 Steel Column C1: B1= ISMB 300 was applied to the ground floor principal beams, which included the landing beam of the staircase. B2= ISMB 250 applied for first-floor principal…

WEEK 5 CHALLENGE 1. Answer: Using the following input, generate manual wind loading in the design report based on the IS code. Wind speed at base = 39 m/sCategory 2 terrain                      Manual    Wind Load Calculation    AS per IS 875 Part…

WEEK 6 CHALLENGE 1. Summarize your study for the bending moment, shear force and deflection diagrams foe the elements of the model. Answer: Bending Point: It speaks about a member bending as a result of applied forces.Simple supported beams subjected to specific udl and bending moment values are depicted in the image below.…

PROJECT 1 : Analyze and Design a steel building to 10T crane as per IS standard code in TEKLA STRUCTURAL DESIGNER. Aim: Using TEKLA STRUCTURAL DESIGNER, analyze and design a steel building to 10T CRANE in accordance with IS standard code. See the plan and elevation that are attached. For lateral stability, provide…

WEEK 7 CHALLENGE 1. Setup model for RC building design and based on following parameters for cover MEMBERS IN CONTACT WITH GROUND ABOVE GROUND Column 50mm 40mm Beam 30mm 25mm Slab 30mm 25mm Pilecap 75mm   Foundation 50mm Answer: The following is a provision of the nominal covers: The RC building's nominal covers that…

1Q. Calculate dead load in design report based on IS Code and apply dead load on the mode Finishes of 50mm Slab thickness as per the design Brick eall load Roofing load Answer: Dead Weight: Completes the load for a thickness of 0.05x24 = 1.2 KN/m^2 (50 mm) The software models slab load as equal to slab dead load. One brickwall's…

WEEK 9 CHALLENGE 1Q. Generate seismic loading based on IS codal provinsions and zone II. Any other data you can assume and input accordingly. Answer: Code IS 1893-2016(Part-1) is the set of criteria for designing earthquake-resistant structures that is used to generate seismic loading.We must take into account…

1Q. Based on the analysis design RC column and Beam. Answer: Following the application of all loading types and the completion of the entire structure in TSD. To determine whether the structure is safe for each loading, analysis is done for each individual component. Beginning with individual elements, the analysis verifies…

1Q. Design the slab and foundation of the model. Outline the thought process for desiging of the elements (column, beam, and foundation) Answer: The method by which beams, columns, slabs, and foundations are designed:Based on past experience, we first assume a specific element size in the design.The loads, kind of structure,…

1Q. Generate report for the steel building from challenge 1-6 along with the loading summary Answer: In order to produce a report, first examine the structure.Select Analyze > Perform Static Analysis.Following the completion of the analysesNavigate to the Ribbon Report>Model report. The following parameters can be…

 PROJECT 2 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…

PROJECT 1 Design and optimize typical shear, moment and splice joints in RAM connection for the following structure modelled in Staad Pro. Design and optimize base plate connection. Structure: A 2D portal frame fixed suppoet spanning 15m with a pitched roof ridge height of 12m, slope of 4 degrees. A uniformly distributed…

PROJECT 2 Q. Design and optimize typical shear, moment and splice joints in Staad connection module for the folowing structure modelled in staadpro. Generate Report. Design and optimize braced connection (use US standard conncetions) in RAM connection. Structure: A 2D portal frame fixed support spanning 15m with a pitched…

PROJECT 11Q. Perform Form-finding and structural analysis structure of multiple masts.Answer:Aim: Conduct form-finding and structural analysis on various mast structures.Procedure:Launch the RFEM program and enter the necessary parameters.Change the units to metric.Select the option for Form Finding. Place the nodes…

PROJECT 21Q. Model of a membrane roof with cables. The modeling, form-finding and create the cutting patterns to the structures.Answer:Aim:Membrane roof model with cables. the modeling, form-finding, and creation of the structure's cutting patterns.Procedure:Make a new project, then add choices for form finding and pattern…

PROJECT 11Q. There are 200 2BHK apartments and 100 3BHK apartments in a residential society. A normal family resides in a 2BHK apartment with three people, and a 3BHK apartment with four people. The total amount of water used for each of the activities listed below can be used to compute the gross water demand (per…

PROJECT 2: Design of Tanks by Finite Element Analysis.Solution:Aim: Once the analysis is finished, proceed with the post-processing of the results. Checking the base pressure and settlement beneath the base slab, which should be within the parameters specified in Project-1, is the first duty. In order to control base…

Project 1: Project Management Using Primavera1Q. Prepare a plan to construct a bridge which will 6Days working calendar and WBS like identify the problem, Determine constrains, Analysis the Design, Design Refinement, Implement Plan, Construction, Pre-Stressed concrete, Final Step and Testing & Inception.Key-highlights…

Project 2: Project Management Using Primavera1Q. A Shree Company has plans to construct a cable-laying project. In Project, construction has a several work packages and activities are involved. Try to use the resource optimistically and also to reduce the time and cost. The activities for customizing various functional…

Project 1: Construction Planning using Primavera P6Aim: To schedule the design and construction of a project in P6Tools used: Tools used include Primavera P6 software, the Enterprise menu, EPS, the Projects menu, and WBS choices.We need to create a realistic construction timeline for a primary school building.…

Project 2: Construction Planning using Primavera P6Aim of the project: Create a Project Schedule in P6 for the Skill Lync Education Centre Road Construction.Tools used: Primavera P6 software, raw project details, and a variety of P6 features such as EPS, Projects, Tools menu, and View. Oracle Primavera P6 is…