Design of Shallow Foundation (Isolated Footings)

AIM:- to generate the  report  for the steel  building design Procedure:- Open the Tekla model Now go to 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 report We can change the project name , address…

1.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 the slab and foundation of the model. Tools Used - 1st Order analysis, Analysis all ( static ), Status , check panel ,Properties window etc. Procedure - Open the…

Aim:- To run the analysis of the structure and design reinforced concrete beam and column procedure:- open the tekla model and run the analysis  now select any of the column member and right click on it then select the interactive design from the given option check whether the member is passing through all the design…

1.Generate seismic loading based IS codal provisions and zone II. Any other data you can assume and input accordingly Aim: To generate seismic loading based IS codal provisions and zone II. Procedure: Open the previously save Tekla model Now go to the load cases and add the seismic load case, and click ok   Now go…

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 Aim - To calculate dead load in design based on IS Code and apply on model. Tools Used - Load Cases, Full Udl , Area Load, Property Window. Calculation…

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   AIM :    To Setup model for RC building design and based on following…

AIM:-To Create and Analyse the given building in ETABS 2018, the structural model has to be prepared in accordance with IS 1893 and as per IS 13920. To design the pile cap and pile reinforcement details,Tie  beam  connecting the pile caps, to sketch the column reinforcements, to produce the framing plan and beam…

QUESTION: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.  …

  QUESTION:- 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…

AIM : To create a model of g+7 building given in the arhitectural drawing as per the provisions of IS 1893 and IS 13920 followed by response spectrum analysis. PROCEDURE: Plan is plotted according to the dimensions given in the architectural plan using grids and storeys. now the material properties are added such as grade…

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 reinforcing…

Question: 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…

QUESTION:- 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.         1) 3 span continuous beam along grid A   …

AIM: 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 BEHAVIOUR. INTRODUCTION: The structural configuration of the building plays a major role in determining the overall response during an earthquake.…

Q) Model a 25 storey building on ETABS 2018 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 Sizes  Beams : 300 × 400 mm  Columns :…

1.Summarize your study for the bending moment, shear force and deflection diagrams for the elements of the model AIM:  Summarize your study for the bending moment, shear force and deflection diagrams for the elements of the model PROCEDURE:  Initially open the TEKLA file you saved previously After opening the…

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 Aim - Generate manual wind loading in the design report based IS code as per the following input Basic wind speed = 39 m/s Terrain category = 2 Procedure - First calculate load combination …

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  AIM :       To Calculate dead load in design report based on IS code…

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.   Answer: 1.Symmertry Having a look over the aspects of symmetry…

Aim: To compute the values of seismic parameters based on the given structural data Step-1 Step-2: Step-3 Step-4 Step-5 Ln, Mn, Tn values are calculated for each of the 5 modes The base shear force for each of the 5 modes is obtained. Effective modal mass and the modal mass participating ratio for 5 modes are obtained…

Aim: To get the better understanding of following topics which are explained below. Explanation:  1.Static analysis and Dynamic analysis: Static analysis: A static structural analysis calculates the effect of steady (or static) loading conditions on a structure. It ignores inertia and damping effects, such as…

1) What is the mode of failure or damage of the beams in the figure above? Would you characterize the case as damage or as a failure? Are the damages repairable? Elaborate. 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…

Aim: To model beams and bracings for industrial steel structures using TSD. Indroduction: General Arrangement:  Planning column positions in the layout as per intput drawings considering the openings.  To provide expansion joints as per IS: 800:2007 Provide primary beams to tie columns and break the effective…

To model columns for industrial steel structure using TSD Introduction Tekla Structural Designer is an integrated model-based 3D tool for analysis and design (of both concrete and steel members) in multi-Material structures. Features include interactive modeling, automated structural analysis and design, drawing,…

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 – how to access and…

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 possible…

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 AIM: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:OFFICE…

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…

1) Using Dynamo create a set of sinusoidal points and create a curve and create a surface out of the curve. AIM:Need to create sinusoidal point then curve from the point and then create surface INTRODUCTION: By using dynamo created a sinusoidal point then created a curve from the point and converted into the surface PROCEDURE:…

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 model a Ceiling from the architecture tab above the walls at the first-floor level. INTRODUCTION: The creation of Ceilings within Revit is a very…

CHALLENGE:-1 Q] Create a 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 elevation. INTRODUCTION:-  An isometric drawing is a 3D representation of an object, room, building or design…

AIM: To create 3D model and view of: Furniture element Isolated footing AASTHO type girder Drop column with panel A wall Commands used: Extrude. Offset. UCS. Box. Union. Subtract. Move. 3d orbit. Loft. Sweep. Cone. Region. Boundary. PROCEDURE:  Open the AutoCAD, click on workspace switching and change it to 3d…

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.…

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 create the layout of the kitchen and providing hatches to it using the autocad in detail.…

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.…

Q.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, Bean, Footing Plan) Aim: To draw residential…

1. 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 draw the floor plans and sections using the proper dimension…

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.…

AIM: (1)TO CREATE A COLUMN SCHEDULE AS SHOWN IN THE FIGURE WITH THE HELP OF LINES.ALSO BY INSERTING TEXT WITH THE HELP OF DTEXT COMMAND OR SINGLE LINE TEXT. (2)TO USE FONT "roman.shx" WITH HEIGHT OF 8" AND JUSTIFY TEXT "LEFT" FORM THE COMMAND. PROCEDURE: (1)TO CREATE COLUMN SCHEDULE AS SHOWN IN THE FIGURE. INTRODUCTION:…

1. Residence Plan: Sketch the layout of a residence as shown in the Figure 1. Consider all dimensions as reference to sketch the unit plan. Also the text in the layout are only for reference. Assume the missing dimensions. Also, refer the schedule for size of the doors. AIM: To sketch a residential building with all detail…

AIM: TO DRAFT VARIOUS GEOMETRIES USING CHAMFER,FILLET TOOL IN AUTOCAD. INTRODUCTION: In this geometries we are going to use various tools like chamfer, fillet and command like circle, line, mirror, trim, move, rotate,etc. 1)Drafting Decimal Drawing. PROCEDURE: 1.New Sheet-Set unit UN enter-Decimal-Precision 0.00-Meter-Ok.…

AIM:To Create a Floor plan, Footing detail and Isometric view using AutoCad. INTRODUCTION: In this challanges,By using Autocad we are going to create Floor plan,Footing details and isometric view.This will give more idea of using various commands like rectangle,polylines,move,copy,offset,snap mode,ortho mode. 1)Cross Section…

AIM-  (A)To Create the geometries from P1 to P2 using all the coordinates system method and for P3 to P10 using any coordinate system by using the Line tool. (B)To draw profile and the trusses using any coordinate system methods and by using circle tool when required. INTRODUCTION- In Autocad,there are two coordinate…

Aim 1.To 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. 2.To assume the sizes of the structural elements (Column, Beam, Slab, etc.)and accordingly calculate the individual corresponding…

AIM To Calculate the Concrete Mix Design for M35 grade concrete with fly ash. OBJECTIVES The main objective is to make a concrete most economical with practical combinations of different ingredients. To afflict a balance between the requirements of placement,such as workability,ductility,and strength for M35 grade of concrete.…