Creation of geometries by Coordinate system methods using AutoCad

DESIGN AND ANALYSIS OF A HOSTEL BUILDING AT GUWAHATI ASSAM   Aim: To carryout modelling, analysis, design, and preparation of construction drawings of a G+3 RCC building situated in Guwahati Assam.  Introduction: ETABS is an engineering software product that caters to multi strorey building analysis and design. SAFE represents…

 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. INTRODUCTION: CSI SAFE (Slab Analysis by the Finite Element Method) is the best tool for designing concrete slabs and foundations. SAFE provide easiness to engineer…

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, also…

aim: sketching the G+1 floor residential plan satisfing the vaastu shastra and calulating the load acting on the building with giving the information of the required drawings. answer: Ground floor First floor Opening is provided above the ground level for the aesthetic lookAll doors are inwards Herei. Main door is facing…

ANALYSIS AND DESIGN OF RCC SHEAR WALLS IN THE MODEL USING ETABS   Aim: To run the anlaysis and design the RCC Shear walls forv the giuven ETABS model. To extract the values of longitudinal steel ratio, boundary element length and shear reinforcing ratio from the design results. To provide the cross sectional steel…

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,…

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        2) 7 span continuous beam along grid…

1. Factors influencing the Natural Period of a building: Effect of stiffness on T: Compare fundamental natural periods of buildings E & F as well as G & H. Why is there a marginal or significant difference in the fundamental natural periods?   Increase in the column size increases both stiffness and mass of buildings.…

Aim: To Model a 25 storey building on ETABS 2019 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 metres. Procedure: Step 1: Open ETABS software. Click the File menu and choose…

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 the restraint…

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…

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 second mode…

1. Differentiate Static analysis and Dynamic analysis with proper representing pictures. 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 analysis handles…

Question 1: a) b)  c)  What is the mode of failure or damage of the beams in the figure above? Are the damages repairable? Elaborate  INTRODUCTION:         The Crack identification in structures by detecting changes in their dynamic behavior has been studied in the past,…

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) 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 PROCEDURE:…

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:- As per the given options in the question I am opting for Multi Unit Residential Apartment 2) Assume reasonable assumptions for geographic and location…

1) 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 AIM: Created a ceiling in the first floor level  INTRODUCTION: From the architectural tab to model a ceiling at the first floor level on the saved week 3 project…

AIM: To create a 3 dimensional model of the residential building  To create a rendered view of the developed model. To use materials and light setting. Procedure: Here in the project we are going to create a 3d model of a residential building. This is building after being created, it is rendered. The rendering of the model…

Create a 3D Isometric View of the building with plan and elevation given.     Aim: To draw the 3D Isometric View of the building as shown in the figure Introduction:   A plan view of wall of two elevation views of windows on both sides are given and they are to be converted into a 3D model. 2 window openings on both sides…

1) AIM: To create a 3D Furniture element as shown in the Figure. Assume dimensions which are missing. PROCEDURE: Using Worskspace switching icon 3D Basics workspace is set. Using LINE tool the outline is formed. Inside the outline a rectangle is created using RECTANGULAR command. Using BOUNDARY a surface is created within…

1. 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 of the size as shown in Figure. Also, use ATTEDIT command to edit the information in the title block. Use A1 size for the layout.…

1.Aim: To Create the Kitchen Layout and to  Also, use proper dimension techniques to dimension the kitchen layout. Also, insert text wherever required. All dimensions are in mm. Procedure: step 1: units are set to mm limits and limax are also set  zoom comand is also used  Step 2: In the command prompt type rec and the…

AIM To create the templates as shown in 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 with names: Custom1_titleblock and Custom2_titleblock, respectively…

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, Bean, Footing Plan)…

Question 1: Drawing C1 figure in AutoCAD   Aim: To draw the figure C1 of a C.S. of load bearing wall over spread footing   Introduction Wall footing is a type of footing which is used to support walls, both structural and non-structural. This footing takes load from walls of structure and transfer the loads to…

AIM :       (A) Create the geometries from P1 to P8 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…

     AIM OF THE PROJECT      To the sketch a G+1 floor resindential plan vaastu shastra and to list down the names of structural drawings required to be provided to the site for construction.      To assume the size of structural elements (column,beam,slab) and to calculate…

 TO DETERMINE THE MIX DESIGNFOR M35 CONCRETE WITH FLY ASH CONSISSTING OF THE FOLLOWING PROPERTIES: Grade of designation:M35 Types of mineral admixturesFLY ASH Maximum nominal size of aggregate :20 Minimum water-cement ratio:0.45 Workability:100-120mm slump Exposure condition:moderate Method of concrete placing:pumping…