Project on Concrete Mix Design for various grades of Concrete

Aim: Create column properties for different types of pedestal members and models in the gridsProcedure:Open TSD and create new model by click on 'new' option.Set construction levels.Select grid lines and draw themSelect manage property and create new property as PDI column size 400x 500 mm and grade of concrete M30.Select…

Open Up New Model and Set Grid and Story Data as per the Architectural Drawings ReceivedWhenever you design a building, you will always be provided with the Architectural model specifying the desired column size, position, and orientation within the building limits.So, at first, we can initiate the building model with…

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 meters below E.G.L.Concrete grade: M25.Objective of the challenge:To know the general design procedure of spread footing with SAFE software.To…

  AIM:To design a square footing for a column size of 400x400 for given constraints and do the following check:• If the gross bearing pressure under the footing is within safe bearing capacity Provide sufficient depth and longitudinal steel for resisting bending and shear• Sufficient anchorage for column…

The first thing we need to do when we open up the ETABS software is to specify the codes and specifications to be followed for the project. So, do just that by adding the relevant IS codes like IS-456, IS875, etc. Then, we need to adjust the grid and story system strictly as per the Architectural drawings received. Then,…

    AIM: To Extract values of longitudinal steel ratio, boundary element length and shear reinforcing ratio from the design results. To tProvide cross sectional steel arrangement of the shear wall from its base up to terrace. Using AutoCAD application for this exercise or Alternatively, it can be drawn by hand…

    AIM: Reinforcement detailing of columns in Etabs 2018. INTRODUCTION:  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…

  Aim: To analyse the given ETABS model and to extract the design results and detailing of two mentioned RC beams. Also the design recheck for Grid-A RC beam has to be done. Design of RC beams: Step-1: Analyse > Check model Analyse > Run analysis Using the above toolpath, the given model is first checked for…

AIM : Comparative study of different storey buildings for Seismic forces INTRODUCTION : There are 10 project of different story building (A, B, C, D, E, F, G, H, J, K).   Material Properties assigned as : Grade of Concrete : M30  Grade of Steel Reinforcement Bars : Fe 415    Loading  Dead…

Structural Element Sizes  Beams : 300 × 400 mm  Columns : 800 × 800 mm  Slab : 150 mm thick  Material Properties  Grade of Concrete : M30  Grade of Steel Reinforcement Bars : Fe 415  Loading  Dead Load on beams from infill wall : 10 kN/m (Let us assume the same for roof floor in view of parapet) Live load on floor : 3…

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…

AIM: TO understand the concept on positioning of Columns. 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. To describe…

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 its associated mode shape: The…

1. Differentiate Static analysis and Dynamic analysis with proper representing pictures (30 marks) STATIC ANALYSIS:  The main difference between static and dynamic analysis is TIME! If the load is applied so slowly, that inertia effects won’t play a role, all you need is static analysis. DYNAMIC ANALYSIS: Dynamic…

1)a) OBSERVATIONS: In this picture we observe that concrete gets damaged/broken and reinforcement is visible at the bottom of the beam. The concrete spoiled beyond the reinforcement indicates the segregation The top portion of the beam is not exposed due to cover from the slab projection so, it looks safe and has no major…

  1. Design a Warehouse Building located in Chennai using STAAD Pro Connect Edition. The specification must be as follows:      Assume suitable sections for structural elements. Follow IS800:2007, IS1893 and IS 875 Prepare a Design Basis Report for the project Create structural model using STAAD…

uilding floors G + 6 + R Plan dimension B = 25m ,  L = 16m Storey Height h = 3.5m Soil  Hard soil Use Residential Purpose Safe Bearing Capacity 180 kN/m2 Maximum slab thickness 150mm Aim:- To design a multi-storey Residential Building located in Bangalore using STAAD Pro Connect Edition   Procedure:- …

 1)1. State the primary load cases to be considered for design. ans: dead load , live load , wind load, snow load, sesmic load    2. What is One – Way slab? ly/lx>2 is called one way slab 3. What is the value of unit weight of structural steel and soil? a)  structural steel-7850kg/m^2 b)soil-1800kg/m^2…

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 :- …

AIM : Write the steps involved to upload a .std file through web mail? Introduction :  STAAD pro ( Structural Analysis and Deign program is the abbrivation for the STAAD it is the connected version new version used to analize the RCC structure and steel structure by using this software ) It Include the GUI Graphic User…

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 Usage of Navigation tool , Timeliner and Clash Detection test using Naviswork Introduction: Naviswork is a 3D design…

Creating Conceptual mass in REVIT and Creation of Sinusoidal curve and a Parametric stadium using Dynamo Introduction: Dynamo is an open source visual programming language for Revit, written by designers and construction professionals. Its a programminglanguage that allows you to type lines of code;  while also creating…

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 I have chosen an office building for the project. 2) Assume reasonable assumptions for geographic…

c-1 Aim: To determine  the First Floor Level. Model a Ceiling from the architecture tab above the wall procedure: c-2 AIM:To determine the roof above the ceiling by selecting the footprints of the ceiling. Using the adjustment toolbars appearing on-screen adjust the roof slope to 10 degrees   c-3 Aim: To determine the file…

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…

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AIM :           TO DRAW RESIDENTIAL BUILDING OF DIMESIONS 60' X 20'  WITH THE FOLLOWING DRAWINGS 1) ARCHITECTURAL DRAWING PLOT DRAWING GROUND FLOOR PLAN FIRST FLOOR PLAN ELEVATION VIEW 2) STRUCTURAL DRAWING SECTION VIEW FOOTIG LAYOUT COLUMN LAYOUT BEAM LAYOUT INTRODUCTION : THE RESIDENTIAL…

Test on module 10 AIM: TO CONSTRUCT G+1 floor residential plan, according to Vaastu Shastra, and names of the structural drawings required to be provided to the site for construction. DIMENSIONS OF GROUND AND G+1 FLOOR Living room- 3.60m *3.9m Kitchen room- 3.40m * 3.1m Dining room- 3.2m * 3.2m Master bedroom- 4.7m * 3.2m…

TEST ON MODULE-5 1)   AIM: TO DETERMINE THE CONCRETE MIX DESIGN FOR M35 GRADE OF CONCRETE WITH FLY ASH INTRODUCTION: CONCRETE MIX DESIGN GIVES THE ACCURATE MIX DESIGN OF THE CONCRETE. BY MIXING OF INGRIDENTS OF CEMENT, SAND AND WATER OR ADMIXTURES TO AQUIRE REQUIRE STRENGTH TO AQUIRE REQUIRED PROPERTIES LIKE…