Aim:- To concrete mix design for M35 grade concrete with fly ash Introduction :- Here we have to calculate the required quantities of sand,cement,aggregate, as well as fly is also being used in the concrete.      Step1       Stipulations for proportioning Grade designation : M35 Type…

AIM :  To prepare a G+1 Residential Building according to Vaastu Shastra. To list the names of the structural drawing required to be provided at the site for construction. INTRODUCTION  It is shastra which has to be considered while designing a plan also during construction of building some Bye laws have…

AIM:  (A) Create the geometries from P1 to P2 using all the coordinates system methods. And we need to use line tool, and find the missing dimensions. (B) Civil related problems- Draw the profile and the trusses using any coordinate system methods. The dimensions are there for references. Introduction: Before going…

AIM:  To Creating a Floor plan, Footing detail and Isometric view using AutoCAD. INTRODUCTION: The main objective of this assignment is to get in touch with various tools in AutoCAD like the rectangle, polylines, modifications tools like copy, move, offset and modes like snap mode and ortho mode. These tools will…

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<45, @2.83<135…

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 command…

Aim: To draw 1. Architectural drawing of a residential building: Plan of a residential building. Elevation of a residential building. Section of a residential building. 2. Structural drawing: Column plan layout of the building. Footing plan layout of the building. Beam plan layout of the building. Commands used: Line…

Ans1)      ANS2) ANS3)   ANS4) ANS5)

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PROJECT- 2 AIM OF THE PROJECT- Creating a 3D rendered model for a Residential Building in AutoCad.   INTRODUCTION- COMMANDS USED FOR DRAWING THE 3D RENDERED VIEW OF BUILDING ARE AS FOLLOWS. -         Extrude- Location: Draw > Modeling > Extrude This AutoCAD 3D Extrude…

 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 similar process to that of Floors and Roofs- ie you can let Revit do most of the work and “guess” where you want the boundaries…

AIM: Selecting a office building as a structure which i want to build. My project is in plain area it is in commercial area road width infront of my structure is 70ft. MODELLING REQUIREMENTS FROM NCB ARE: an exit must be provided in every building so as to permit safe escape of employes in case of earthquake or fire hazards.…

INTRODUCTION TO DYNAMO- Dynamo is a graphical programming interface that lets you customize your building information workflow. Dynamo is an open source visual programming platform for designers. It is installed as part of Revit Dynamo is a visual programming tool that works with Revit. Dynamo extends the power of Revit…

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 on export option…

Ans1.1) First open your mail - compose your mail - to upload your file click attach - browse your file-done 1.2) Concrete ,steel,aluminium ,timber , composite sections can be designed using staadpro 1.3) Yes possible by taking picture command  1.4) Analytical , Physical ,Building 1.5) Go to…

Ans1.1)  Ans1.2)  Ans1.3)   Ans1.4) In Staad pro the Codal standard is incorporated for Steel, Concrete, Aluminum. For the Steel the codal provision are IS 800, IS 800: 2007, IS 800:2007 WSD, IS 801 For the concrete  Codal provision are the IS 456 and IS 13920 for the Seismic Design Ans1.5)  Ans2.1)…

Ans1.1)  The primary load cases to be considerd for the design are the Dead load Live load / Imposed load  Wind load  Earthquake load  Ans1.2)  One -way slab is the slab whose ratio of longer span to the shorter span is greater than two where ly/lx is greater than two , where lx stands for shorter dimension and ly for…

  Aim: To design a multi-story Residential Building located in Bangalore using STAAD Pro Connect Edition. Procedure:-  Unit weight of the materials Reinforced Cement Concrete = 25">25kN/m3">kN/m3 Plain Cement Concrete = 24">24 kN/m3">kN/m3 Cement Concrete Screed = 20">20 kN/m3">kN/m3…

AIM:-Design a Warehouse Building located in Chennai To Prepare a Design Basis Report for the project To Create structural model using STAAD Pro Connect Edition To Prepare DL, LL, WL and EQL load calculations as per IS 875 standards Slope= 1.25  Width=30m length=50m eave ht=9m bay spacing= 6m soil typ=medium safe bearing=200kn/m2…

AIM:-  To determine the Shear, moment and Splice joints in RAM Connection for a 2D portal frame is required to be designed.     GIVEN DATA: Supports o 2D Frame                       :    Fixed support Spann   …

AIM: - TO DESIGN AND OPTIMIZE 2D PORTAL FRAME WITH TYPICAL SHEAR MOMENT AND SPLICE JOINT.                                           IN STAAD CONNECTION MODULE AND GENERATE REPORT      PROCEDURE - …

Ans1)  To 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 usage. 1.Project Workspace:…

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Aim- To design and analyse a steel building Thickness of wall as 150mm Wind speed assumption is 39 m/s Wall and roof loading is 1.5 KN/m2 Live load and euipment loads as per IS 875 Part 2 Wind load as per IS875 Part 3 Procedure:- To model The structure  Define construction levels Define levels as per cross section to define…

General arrangements considered are the covers for every element such as footing, column, beams and slabs aare 50,50,30 respectively So as the column size in footing is 400*400 with m30 grade of concrete , above the ground level  column is the 300*380 which is a m25 concrete  Where as the slabs are considered as all two…

To generate seismic loading based IS codal provisions and zone II. Seismic wizard changing the structure type  RC MRF Bldg  Including load cases . Going to analysis selecting first order analysis and then going to results and changing to get required results and sfd,bmd diagrams. Major moment Shear Major Moment major Shear…

   DESIGNING  THE COLUMN :  Open the tekla software and open previous file After analysis the model Select the column and right click select the interactive design --> static First we want to check the errors And they have any errors shown first change the principle bar size and intermidetate bar size  Again shows errors…

Aim: To design the slab and foundation of the model Designing of Slab         Designing foundation of the structure                 

      Loading summary            To Update the layer settings in the model and generate plan drawings and details from the model.          

AIM : To develop a model as per the given plan and analyze and design the structure. TOOLS USED : Paint. Manage property sets. Construction levels. Grids. Columns. Beams. REports. Model report. Show report. Interactive design. Slabs on beams. Frames. Roof panels. Wall panels. Loads. Loadcases. Seismic wizard.   Open…

What is the mode of failure or damage of the beams in the figure above? Are the damages repairable? Elaborate Formed due to flexural failure of 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…

STATIC ANALYSIS Static analysis can only be performed if the system being simulated does not depend on time,and if the loads being applied are constant. Static analysis don't consider inertia. Static refers to the force that has constant size,position and direction on or within a structure  There is no necessity to…

Ans1) 1.Symmertry Having a look over the aspects of symmetry of the framing plan, it is observed that the distribution of mass,Stiffness is across the plan;it is observed that the distribution of mass, stiffness is across the plan.It is considered for one of the good Symmetrical aspects.This tends to reduce the horizontal…

Ans1)  STRCTURE (a)   For this structure is considered as it is asymmetric in nature. Here cannot to be considered as a horizontal irregularities and the shear wall shape like L. There is some uncertainty concerning certain features of the seismic response of non-rectangular walls. It occurs lack of tensile capacity…

                                                                                 Comparative Study Of Different Storey…

TO DESIGN THE BEAMS IN DETAIL FROM ETABS 2021    

Aim: To Providing details of longitudinal reinforcement for the two columns from foundation to terrace level. . FOR GRID A  From Base to first floor the maximum Ast is = 7027  So we can provide 10nos of 32mm dia bar = 10 x 804                        …

  Aim:  To run the analysis and design the RCC shear walls shown in the ETABS model.        

To 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,…

STRUCTURAL MODELLING USING ETABS 2021            

To Analyze and designthe isolated footing from week 11 challenge on SAFE To verify the size, depth and steel provided as per calculations.   AIM:To design the pile cap on safe and to evaluate pile group to be used, depth of the pile cap, longitudinal steel on top and bottom face in both directions.  unfactored…

Design & Analysis of a Hostel building at Guwahati, Assam using ETABS21 & SAFE20                  

Aim :- To model a tall building in ETABS for the given architectural drawing along with the given parameters and to design their frame elements.

Aim- To analyse and to design the composite high rise building using ETABS. And to design the composite deck profile using Comflor software.Flow chart for composite high rise building analysis and design: 1. Architectural plan study & Column shear wall position marking2. Steel beam alignment marking (considering…

Aim: To Model of a membrane roof with cables. The modeling, form-finding and create the cutting patterns to the structure. Procedure:  Create a new project and enable form finding and cutting pattern optionsCreate the nodes for the membrane structure.

A residential society has 200 x 2BHK flats and 100 x 3BHK flats. A typical family in a 2BHK flat has 3 persons/flat and a 3BHK flat has 4 persons/flat. The gross water demand (per person per day in liters) can be calculated by taking the aggregate of the usage for all the below listed activities.ActivitiesConsumption(per…

Dead Load (DL) = 100 kNSuperimposed Dead Load (SDL) = 50 kNLive Load (LL) = 200 kNWind Load (WL) = ±150 kNEarthquake Load (EL) = ±200 kNTotal Dead Load (DL + SDL) = 100 + 50 = 150 kNCase 1: DL + SDL + LL= 150 + 200 = 350 kNCase 2: DL + SDL + LL + WL= 150 + 200 ± 150 = 500 kN (max), 200 kN (min)Case 3: DL + SDL + LL + EL=…

Aim:-  To develop a realistic schedule in Primavera P6 software to construct a main school building (G+2) as per given data.Introduction:-  As a project manager I will develop a school building on behalf of Skill-Lync. School building will have a parking facility with internal roads and main building complete…