Mix design for M35 grade concrete with fly ash : Aim : Mix design for M 35 grade concrete with fly ash Procedure:  Step :1 Stipulations for proportioning a. Grade designation : M35 b. Type of cement : OPC 43 grade conforming to IS 8112 c. Type of mineral admixture: Fly ash confirming to IS 3812 ( Part…

  AIM : To sketch a plan of G+1 floor residential building according to Vaastu Shastra and listing down the names of the structural drawings required to be provided to the construction site. INTRODUCTION TO VAASTU SHASTRA :-  Vaastu Shastra :- Vastu Shastra is the Ancient Indian Science of architecture and acts…

   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…

   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.    AIM :- To create a set of sinusoidal points, create a curve and to create a surface out of the curve…

   1. Aim: To export the Revit architecture and structure model created in week 6 challenge to Navisworks Cache file following the export settings. Procedure: Initially Open the Autodesk account and download the Naviswork Manage software. Now, open the Architectural model created in week 6 challenge in the Revit software.…

im: To Model one multi storeyed twisting tower with maximum architectural features.Twisting tower:Procedure:Step 1:1) Open a new revit file and click dynamo from manage tab2) Insert the code of circle and code block tep 2:1) check the circle in revitStep 3:1) Draw the model lines around the circle in revit…

1. Differentiate Static analysis and Dynamic analysis with proper representing pictures (30 marks)Static Analysis: Static analysis of structures considers static loads acting on the structure such as dead, live load which does not vary with time and are not considered to be sudden. In static analysis stiffness…

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…

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:In this, the layout of the framing plan is Symmetric.A symmetrical…

AIM:    Identification of CracksINTRODUCTION:There are two types of failure modes in reinforced concrete beams: flexural failure and shear failure. The former occurs when the imposed load exceeds the flexural capacity of the beam's materials, whereas the latter occurs due to a lack of shear resistance…

Sagar SanjayHomeProgramsHelp CenterProfileLogoutConceptual design of a building with columns and shear walls1. The building shown, 20 x 30m in plan, has column on a 5 x 5m grid and shear walls( with dimensions shown in m, 250mm in thickness) in three alternative arrangements. (a, b, c), all with the same cross sectional…