Week 9 Challenge

Aim: To develop  the RC building, Analysing and designing it and generating report Procedure: 1. Selecting the construction level and entering the values 2. Selecting the Grid and drawing the gris and paralleling the grid at a distance of 4m horizontal and 8.5m and 7.5m vertically 3. Defining the column of 500X500mm…

1 Answer AIM: To generate the report for steel building design Procedure: 1. Selecting the report icon  2. Selecting the model report and genarating the report 2 Answer: AIM: To generate the report for Concrete building design Procedure: 1. Selecting the report icon  2. Selecting the model report and genarating…

AIM: To design the Slab and foundation of the model Procedure: 1. opening the model and assigning the load combinations  2. Assigning the slab properties  3. Right click on the slab and selecting the design element  4. Checking it if it is satisfying all the cricertia To design the Pile cap foundation 1.…

1Answer: Aim: To Design the RC column and Beam Procedure: 1. After the analysis right click on the member and select the interactive design and select static COLUMN Shows the details of the member if it is not passed change the bar dia, and size of the section BEAM Main BEAM Secondary Beam

1Answer AIM: To generate the seismic loading based on IS provisions and zones Procedure: 1.Selecting load ans selecting the siesmic load and selecting the seismic wizard  Genarating the load combinations 2 Answer Aim:Running the Analysis and summarize the results obtained Procedure: 1.Validating the model first 2.…

1,2,3 Answer AIM: To calculate the dead load ,live load and wind loading to the model Load Calculations: DEAD LOAD a) Dead load of 1.2 Kn/m2  b) Finishes= 50mm * 24Kn/m3 =1.2Kn/m2 c) Brickwall Load= 0.155*20*3.6 = 11.2 Kn/m ( Ground to Intermediate Floor) d) Brickwall load= 0.155*20*3.6 = 11.2 Kn/m2 ( Intermediate…

1 Answer Aim: To setting up parameters for RC building The initial settings is done by selecting settings and then in Design settings  BEAM COLUMN SLAB FOUNDATION Providing the nominal cover to respective components as per the given values 2 Answer AIM: Modelling the grid lines to the model  In model selecting…

Aim: Analysing and design the Steel structure using TEKLA Procedure: Opening the TEKLA file and drawing the grid lines Defining the different levels such as base level , ground level, intermediate level and roof level appropriately according to the plan Selecting manage property sets and adding members like concrete column,…

1 Answer Aim:Summarizing the BMD, SFD and deflection of elements Bending moment obtained after the analysis Shear Force obtained after the analysis Deflection obtained after the analysis 2 Answer Aim:Design analysis of the members To analyse the model setting up the seismic wizard as follows   Genarating the load…

1 Answer Aim: To Calculate the wind loads manually The manual wind loads are calculated in the Excel sheet as shown below This load calculation is of Y direction Similarly the wind loads are calculated in the X direction as the same procedure followed above 2 Answer Aim: To apply the above calculated loads  Procedure:…

1 Answer Aim: To Apply loading to the structure Load Calculations: a) Dead load of 1.2 Kn/m2  b) Finishes= 50mm * 24Kn/m3 =1.2Kn/m2 c) Brickwall Load= 0.15*20*5.2 = 15.6 Kn/m ( Ground to Intermediate Floor) d) Brickwall load= 0.15*20*6.8 = 20.4 Kn/m2 ( Intermediate to roof Floor) e) Brickwall load= 0.15*20*4.8…

AIM: To Create Secondary beams and rafters and bracing to the first floor PROCEDURE: 1. By selecting the BP2 steel beam of ISMB 250 assiging the beams to the secondary beams location 2. Assigning the Primary beams to the first floor and intermediate levels and also defining different frames and making the required changes…

AIM: To create column and beams to the Grid PROCEDURE: 1. Opening the TEKLA file which was saved with grid in last challenge 2. Defining the different levels such as base level , ground level, intermediate level and roof level appropriately according to the plan 3. Selecting manage property sets and adding members like…

1 Answer Project Workspace:  Opening the new TEKLA file and we get the project workspace Scene content:  In TELKA new file on right edge we get a tool called scene content it is used to check or uncheck different options in TEKLA. Create two scene views: On new file we get to toggle between 2D and 3D dual screens…

Aim: To analyse the above components with and without load patterning

Aim:To model, analyse and design the Architectural G+3 RCC building located in Guwahati Assam and producing the result of Etabs model for the two blocks on either side of the expansion gap Foundation details illustrating the pile & pile cap reinforcement Tie beam details connecting the pile caps Column reinforcement Framing…

Aim: To Design the Square footing for a column size of 400X400 mm with the load of 2000kN and the soil having the SBC of 150kN/m2. Result: Providing 16 numbers of 20mm diameter bar at a 250mm c/c

Aim: To Run a modal response spectrum analysis and check analysis results of the etabs model for inter-storey drift requirements, vertical & planar irregularities, minimum shear wall requirements,maximum axial load ratio for column and shear walls, effective moment of inertia for beams and columns as per the IS…

Aim: To analyse and design RCC shear wall using ETABS Procedure: 1. Download the given 6 storey building 2.Clicking the concrete frame design tool 3. Choosing to display the longitudinal reinforcement 4. Choosing to display the Shear reinforcement 5. selecting display info of shear wall 6.Selecting the P-M failure design…

Aim: To Provide longitudinal reinforcement for column using ETABS Procedure: 1. Download the given 5 storey building 2.Clicking the concrete frame design tool 3. Choosing to display the longitudinal reinforcement 4. Choosing to display the Shear reinforcement 5. GRID A   a. Ast Max= 7027 (From base to 1st floor)  …

Aim: To provide reinforcement details for beams using ETABS Procedure: 1.Downloading the given model and opening in ETABS 2.Clicking the concrete frame design 3. Selecting the design combination 4.Clicking the concrete frame option 5.Run the Analysis 6.Checking the values of percentage steel 7. At Grid 3    At…

Comparision 1 Aim: To compare the effect of stiffness on natural period of buildings E & F and G & H using ETABS Building E: 1. Opening New model  2. Setting the Building E & F storey as 10 and number of bays in X direction as 4 and in Y direction as 3 3. Defining the section property of column as 400X400mm…

Aim: To model 25 storey building on ETABS with structural properties including ground floor at a height of 1.5 metre from the base and each floor at 3 metres   Steps: Opening ETABS apps and selecting new model. In modelling Initializing built in setup is selected Selecting the grid and storey values as per…

1 Answer Aim:To Comment on the structures given above with respect to the static eccentricity, the system’s redundancy, foundation systems, architectural constraints  As the structure is more restrained it will be more shrinking, expanding and cracking There will be more floor shrinkage and expanding in…

1 Answer Aim: Commenting on the layout of the structure looking into aspects of symmetry, redundancy and bi-directional stiffness and ductility. The layout is symmetric, Since the structure is symmetric the redundancy is increased and more reliable in the areas where there is more earthquake and also since it is symmetric…

Aim: To calculate the base shear of 5 storey building Procedure:  

1 Answer Aim: Computing the lateral stiffness of the one storey frame 2 Answer Aim: To calculate natural frequencies and degree of freedom 3 Answer  Aim:To calculate natural frequency 4 Answer Aim: To calculate effective stiffness

1 Answer  Aim: To identify the type of failure from the above figures. a) Failure due to the improper nominal cover to the beam, Buckling of reinforcement provided in the bottom of the beam and crushing of concrete at the beam- column junction. This type of failure happens if the nominal cover for the beam is inappropriate…

1 Answer Aim: Using the Architecture/ Structure Project file developed and exporting the Revit architecture and structure model to Navisworks Cache file following the export settings Commands used: Export File 3D view Procedure: 1. Opening the Architectural models of previous weeks and viewing in 3D view 2. Clicking…

1 Answer Aim: Using Dynamo creating a set of sinusoidal points and creating a curve and creating a surface out of the curve. Commands Used: Manage  Dynamo Procedure: 1. Opening Revit and in manage tab selecting the Dynamo tool and writing the programme to create  Parameters used in Dynamo: Integer slider…

1 Answer Aim: To use the shortcut keys to for various commands in revit  a. Using 3D model create a section box       BX b. To create similar doors and windows in a floor plan layout      CS c. To reduce the thickness of lines visible in plan views       TL d.…

1 Answer Aim: To Know what is HVAC system and to Know why are they essential in modelling the building HVAC system are the openings which enables the circulation of air, Sunlight etc The Abbrevation of HVAC is Heating, Ventilation and Air-Condition HVAC are essential in modelling the Building because they help to maintain…

1 Answer I have selected a school Building. 2 Answer Aim: To select Geographical location of the school Building. The geographical Location of the School Building is in Banglore, Karnataka Tools Used: Manage Location Selecting the Location of the School Building on Banglore    Assumptions : 1. The height of the…

Question 1 Aim: To open Architectural file and setting project base points and project shared co-ordinates using manage tab Tools used: Collaborate Co-ordinate in manage tab Grid Specify co-ordinates at point in collaborate  Procedure: 1. Opening the new Architectural file and saving it as Construction Building_architectural …

P 1- Co-ordinate systems. Command used:Line 1.  Absolute co-ordinate system    1st point- (2,1)    2nd point- (8,1)    3rd point- (8,2)    4th point- (3,2)    5th point- (3,6)    6th point- (8,6)    7th point- (8,7)    8th point- (2,7)…

Challenge 7 PLAN: AIM: To draft the floor plan of the house and dimensioning it using AutoCAD  PROCEDURE: Open AutoCad Selecting metric system  Command UN(units) and selecting decimals with precision of 0 Command LIMITS and having limit of (0,0) in lower left corner and (10000,10000) in upper right corner Command…

CABINET Aim: To draft the Cabinet using AutoCAD Commands used: LINE OFFSET TRIM ERASE MLEADER DIMLINEAR TEXT CIRCLE ERASE Procedure  Open AutoCad Selecting metric system  Command UN(units) and selecting decimals with precision of 0 Command LIMITS and having limit of (0,0) in lower left corner and (10000,10000)…

Drawing 1 Opening new file and setting decimal and precision to 0.00 Command line: From random point drawing 3.00 m line and @2.12<45, @2.83<135 then 2.00m line and close. Command offset:Offsetting 3.00m line to 1.00m and 2.50m. Command circle:From midpoint of 3.00m line at 2.50m and 1.00m drawing a circle of diameter…

C1 Line command initial points at (10,0) then by polar co-ordinate system 2nd point: @0.25<90 3rd point: @0.2<0 4th point: @0.4<90 5th point: @0.05<0 6th point: @0.4<90 7th point: @0.05<0 8th point: @1.65<90 9th point: @0.3<0 10th point: @1.65<270 11th point: @0.05<0 12th point: @0.4<270…

Challenge 1: AIM: To draft the floor plan of the house and creating viewports and plot using AutoCAD  PROCEDURE: Open AutoCad Selecting metric system  Command UN(units) and selecting decimals with precision of 0 Command LIMITS and having limit of (0,0) in lower left corner and (10000,10000) in upper right corner…

Challenge 1 KITCHEN PLAN Aim: To draft the floor plan of the Kitchen and hatching it using AutoCAD  Procedure: Open AutoCad Selecting metric system  Command UN(units) and selecting decimals with precision of 0 Command LIMITS and having limit of (0,0) in lower left corner and (10000,10000) in upper right corner…

Challenge 1a Aim: To draft the Template and creating it as a block using AutoCAD  Procedure: Open AutoCad Selecting Imperial system  Command UN(units) and selecting Engineering with precision of 0’-0.0” Command LIMITS and having limit of (0’,0’) in lower left corner and (100’,100’)…

Aim: To Plan the G+1 residential floor plan and calculate the Loads acting on the Building. General Information:The Plot size for the Construction of G+1 floor residential plan has 30'x50' where the Total plot Area has 1500 sq feet The plan for the G+1 Duplex residential house has a setback distance of 2' and 2' on East…

Aim: To draft the floor plan of the house in a 60’x20’ East facing and draft its Elevation, Section and layout of Column , Beam and Footing using AutoCAD  General Information:The Plot size for the Construction of G+1 floor residential plan has 60'x20' where the plot is East facing and has Total Area of…

Challenge 1 Aim: To Schedule the Column Commands Used: LINE OFFSET DDPTYPE DIVIDE CIRCLE TRIM FILLET LWEIGHT SCALE TEXT Procedure: Open AutoCad Open AutoCad Select new and Imperial system Select Engineering with precision 0'-0.0" Type Command Limits and enter lower left corner as 0'-0.0" and upper right corner as 50'-0.0"…

Challenge 1 Aim: To Sketch a house plan Command used: UN LIMITS Z XLINE OFFSET TRIM CIRCLE ERASE Procedure: open the Autocad Go to Autocad option press new and select imperial Type UN in the command prompt and select Engineering and precision 0'-0.0" Type LIMITS in the command prompt and specify the lower left corner point…

Challenge 1 Aim: To draw the Plan and creating it as a 3D Elevation using AutoCAD  Procedure: Open AutoCad Selecting Imperial system  Command UN(units) and selecting Engineering with precision of 0’-0.0” Command LIMITS and having limit of (0’,0’) in lower left corner and (100’,100’)…

3 Dimensional Model of the Residential Building Aim: To create a 3Dimensional model of the Residential Building and create a Render View General Information: To Create a 3Dimensional model of the Residential Building i have drawn a random plan of size 10000X8000 Sq mm which have a required rooms the plan and Elevation…

Mix design for M35 grade of concrete with flyash Essential data: Grade                                             :M35 Type of cement                     …

Challenge 1 Aim: To create the 3D model using AutoCAD  Procedure: Open AutoCad Selecting Imperial system  Command UN(units) and selecting Engineering with precision of 0’-0.0” Command LIMITS and having limit of (0’,0’) in lower left corner and (100’,100’) in upper right corner…