Creating Conceptual mass in REVIT and Creation of Sinusoidal curve and a Parametric stadium using Dynamo

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PROJECT-1 AIM: Comparative study of different story buildings for Seismic forces. INTRODUCTION: Factors influencing the dynamic characteristics of a building Factors influencing the Natural Period of a building Factors influencing the Mode shape of oscillations Building:1 2storeys  column dimensions = 400 x400…

Question 1: ANS: Differentiate Static analysis and Dynamic analysis. Force displacement system damping force equation of motion -an external force  equation of motion -earthquake excitation undamped free vibration systems, viscously Damped free damping Dynamic analysis: response spectrum concept, deformation,pseudo-velocity,…

Quetion:1 AIM: Model the isolated footing provided in week 11 challenge on SAFE. INTRODUCTION: 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. procedure: checks needs to be performed in safe analysis. 1.safe bearing…

AIM:The architectural drawings for a G+7 residential building in zone 5 has been provided. The floor plan is the same for all 7 floor levels. Possible column positions have also been provided. Conceptualize a framing plan layout and then model the building in Etabs. The following architectural drawings have been provided.…

AIM: 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,…

AIM: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. INTRODUCTION: Extract values of longitudinal steel ratio, boundary element length…

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:Detailed design of concrete buildings -1 PROCEDURE:  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.        …

AIM: ETABS modeling of a 25-storey building INTRODUCTION: 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…

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:  observing by dividing in the x-direction If we split…

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. ans: the given all elements are derived ,  Note:due to the…

What is the mode of failure or damage of the beams in the figure above? Are the damages repairable? Elaborate  Question1: a) observations: concrete spalled beyond the reinforcement it may cause rupture. concrete crushed and reinforcement exposed. The beam top looks safe being slab supports there. the crack develops…

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 ANS: AIM: Export the Revit architecture and structure model to Navisworks Cache file following the export settings…

1) Using Dynamo create a set of sinusoidal points and create a curve and create a surface out of the curve. ans: Using Dynamo creates a set of sinusoidal points and creates a curve and creates a surface out of the curve by using Revit as well as a dynamo to open the files. choose the respected files and open the new file…

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  ans: choosen the multi-unit Residential apartment. 2) Assume reasonable assumptions for…

1) AIM: proceed from the First Floor Level. Model a Ceiling from the architecture tab above the walls at the first-floor level. INTRODUCTION: 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 PROCEDURE: …

      RESIDENTIAL BUILDING WITH A RENDERED VIEW AIM: Create a 3-dimensional model of the residential building with a rendered view. INTRODUCTION:  Create a 3-dimensional model of the residential building with a rendered view. using layers, trim, extend, mirror, extrude,3dmirror, line, block, etc…

AIM: Create a 3D Isometric View of the building with the plan and elevation given. INTRODUCTION: Create a 3D Isometric View of the building with the plan and elevation given. use the 3d tools while working. PROCEDURE: open the auto cad file choosen the auto cad 3dmodeling work space, by using line created the walls…

AIM: Create a 3D Furniture element as shown in the Figure. INTRODUCTION: Create a 3D Furniture element as shown in the Figure. Assume dimensions that are missing. PROCEDURE: Open the cad and choose 3d modeling plane, by using box command created the box, later by using the hide command hide the face portion which is required,…

AIM: Create a layout of the Plan and Section A of the project in Challenges 7, using the template Tutorial-mArch. INTRODUCTION: Create a layout of the Plan and Section A of the project in Challenges 7, using the template Tutorial-mArch.dwt in a scale as given in the Figure. Use the MV command to create the viewport…

AIM: Create the layouts of the Kitchen and provide a hatches pattern. INTRODUCTION:  Create the layouts of the Kitchen and provide a 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.…

1.Templates AIM: Create the templates as shown in Figures. Create the templates as shown in the 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…

AIM: Design and Draft a layout of a residential building INTRODUCTION: 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,…

AIM : 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. Also, assume the sizes of the structural elements (Column, Beam, Slab, etc.,) and accordingly calculating the individual corresponding loads…

Calculate the Concrete Mix Design for M35 grade concrete with fly ash ? 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 conforming to IS 3812 (Part 1)  d) Maximum nominal size of aggregate: 20 mm e) Minimum cement…