Creating 3D Isometric view of various structural elements in AutoCAD

Step 1                Cl 24.1   Span to effective depth ratio l/d  = 32 Minimum effective depth d = 97.66 mm Overall depth  D = 127.66 mm Provide Overall depth D  = 150.00 mm Dia of bars for short direction  Φ=10mm…

. 1. State the primary load cases to be considered for design. Ans: Dead Load ,Live Load ,Snow Load, Seismic Load, Wind Load   2. What is One – Way slab? Ans: The one-way slab is a slab, which is supported by parallel walls or beams, and whose length to breadth ratio is equal to or greater than two…

 1. How will you assign Circular section to c 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 :-  While creating a model…

Q1. 1. Write the steps involved to upload a .std file through web mail? ANSWER:- Steps involved to upload a .std file through web mails are as follows; Open the STAAD pro software and locate the share option available on the introduction screen. After clicking on the share button, select send mail option. Then, browse…

CREATING A 3D RENDERED MODEL FOR A RESIDENTIAL BUILDING IN AUTOCAD Aim: To create a 3 dimensional model of the residential building with a rendered view in AutoCAD. Introduction: Rendering is a process of creating a raster image based on 3D objects in a scene. A renderer is used to calculate the appearance of the material attached…

 AIM:- To create a 3D isometric view of the given building with plan and elevation.    INTRODUCTION:-  An isometric drawing is a 3D representation of an object, room, building or design on a 2D surface. One of the defining characteristics of an isometric drawing, compared to other types of 3D representation, is that the…

  AIM: To create a 3D Furniture element as given in the figure and need to assume dimensions which are missing in the drawing.    INTRODUCTION:- The three dimensional furniture element was drawn in the autocad using the different tools in the autocad. 3D models are widely used anywhere in 3D graphics and CAD. Their use…

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 the ATTEDIT command to edit the information in the title block. Use A1 size for the layout.…

1) Create the layouts of the Kitchen and provide hatches pattern as shown. Also, use blocks whereverrequired. Provide appropriate dimensions in the plan. Assume the size of doors, appliances and othersas per the standards. Aim: To Create the Kitchen Layout and to  Also, use proper dimension techniques to dimension…

AIM :          TO CREATE THE TEMPLATES BY USING AUTOCAD TOOL   IN THIS TAMPLATE NAME OF THE PROJECTCLIET NAMECONRACTOR NAMETYPE OF DRAWINGDRAWING TEMPLATE NUMBERNUMBER OF THE REVISIONDRAWN BYCHECKED BYRECHECKED BY ETC.. ARE MENTIONED PROCEDURE : OPEN AUTOCADCHANGE UNITS AS YOUR REQUREDTYPE…

AIM: To Design and Draft a layout of a residential building with plot size (18.3 m x 6 m)  Commands Used: xl  offset trim Extension ADC (design centre ) line rectangle lt (linetype) arc Procedure: step 1: In the command prompt type Units >meters  In the command prompt type limmax >100,100 In the command…

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:-…

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: To carryout modelling, analysis, design, and preparation of construction drawings of a G+3 RCC building situated in Guwahati Assam. Procedure: 1)Initially open the Etabs software and then provide the grid and story information.   2)Add material property requrie to model are below.      …

Introduction :-   Etabs :- ETABS is one of the most powerful software tools for structural analysis. 3D modeling, visualization, and automatic code-based learning are some of the unique features of this software. ETABS also supports several analytical models like response spectrum analysis, time-history analysis,…

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 as well. To…

Aim:- To desig the given column reiforcement by using ETABS software Procedure:- Run nanalysis for the given model Click on concrete frame design and find out the longitudinal reinforcement area and take the screenshot of it. again select the concrete frame design and go to display design info a nd find the shear reinforcement…

Aim: Detail design of beams in Etabs 2018.The ETABS file for a G+4 building is provided. Run the analysis and design of the RCC Moment ResistingFrame. The following challenge deals specifically with two continuous beams on the 1st floor. 1 ) 3 span continuous beam along grid A 2) 7 span continuous beam along…

2. 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…

Given data: 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 details:  Dead Load on beams from infill wall: 10 kN/m (Let us assume the…

1. 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 area of the shear wall. Compare the three alternatives, taking into account the restraint of floor shrinkage,…

      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.   In the above given plan there are multiple dots and…

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

Identification of Cracks   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. a)              This crack will be formed due to the flexural failure of a…

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:…

                                       = 0.80 * 0.23 * 20                                        = 3.68 kN\m LIVE LOADS…

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…

Calculate the Concrete Mix Design for M35 grade concrete with fly ash & M50 grade concrete without Fly ash AIM: To Calculate the Concrete Mix Design for M35 grade concrete with fly ash & M50 grade concrete without Fly ash   INTRODUCTION: Concrete mix design is the method of finding the precise proportion…

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,…