Q..    To Calculate the Concrete Mix Design for M35 grade concrete with fly ash & M50 grade concrete without Fly ash   ANS... INTRODUCTION:   therefore concrete mix design can be stated as concrete mix in terms of cement: sand: aggregates. The design is done according to the requirements of concrete strength. So, we…

AIM: To sketch a G+1 floor residential plan, according to Vaastu Shastra, to list down the names of the structural drawings required to be provided to the site for construction and also by assuming the sizes of the structural elements (Column, Beam, Slab, etc.,) and to calculate the individual corresponding loads from…

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, Beam, Footing Plan) AIM:- To create…

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Q.1 3D Isometric View of the building with plan and elevation         A B        Q2                         Q3 smoteric 3d view of a stair with railing as shown in the plan and elevation. Assume the size of…

Q1             Q2                          Q3   Q3           Q.4   3D view of a Wall with spread footing .                                                                                                                      

CREATING  A 3D RENDERED MODEL FOR A RESIDENTIAL BUILDING IN AUTOCAD AIM- TO DRAFT A 3D VIEW OF BUILDING  USING AUTOCAD INTRODUCTION - The main objective of this project is to understand  AutoCAD 3D. AutoCAD is three-dimensional CAD software that is used commercially across the world. Developed by Autodesk…

1) Based on the project saved from Week 3, proceed from First Floor Level .Model a Ceiling from architecture tab above the walls at first floor level AIM : To model a ceiling to the previously created project with the help of architectural tab above the walls at first floor level. TOOLS USED : Architecture tab, ceiling,…

Q. NO. 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.1)      From the above given options the type of structure I want to select is Multi unit residential building.       Q.NO. 2)  Assume reasonable…

  1. Aim: To create a set of sinusoidal points, a curve and a surface out of the curve using dynamo. Procedure:  Initially, open the architecture template of Revit software and go to manage tab. In manage tab select the dynamo. Then dynamo window opens and then go to new option. Now, start the process by inserting…

Q.NO.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…

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 AIM: To use the architecture/ structure project file  to export revit architecture and structural model to Naviswork…

 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 ans. a. The above image shows  a Damage at the Beam-column joint. It is clearly observed that the Damage is more for the part of Beam. The Damage is…

Q.NO.1  Differentiate Static analysis and Dynamic analysis with proper representing pictures ANS. 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…

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. Ans: Symmertry: Investigation of the framing plan with respect…

Q.NO.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: Model a 25-storey building on ETABS 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 meters. Given data: Structural Element Sizes:  Beams: 300 × 400 mm …

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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       …

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 the two columns,…

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

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:…

Q.1. 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…

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. AIM:-  To model the isolated footing by using  SAFE and to analyze and to design it to verify the size, depth and calculation of steel provided INTRODUCTION:-…

  In this project, participants will get to experience the entire design process from modelling, analysis, design, and preparation of construction drawings. The architectural drawings of a G+3 RCC building is provided. The following information on the building is to be used: Location – Guwahati, Assam Function…