Identification of Cracks

AIM:-To Create and Analyse the given building in ETABS 2018, the structural model has to be prepared in accordance with IS 1893 and as per IS 13920. To design the pile cap and pile reinforcement details,Tie  beam  connecting the pile caps, to sketch the column reinforcements, to produce the framing plan and beam detailing…

AIM: To Analyze and designthe isolated footing from week 11 challenge on SAFE 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 towards the…

ANSWER:- Aim:- To design the square footing using the given details. Introduction:- Footings which are provided under each column independently are called as Isolated footings. They are usually square, rectangular or circular in section. Footing is laid on PCC. Before laying PCC, termite control liquid is sprayed on top…

ANSWER:- Aim:- To model and analyze the G+7 residential building from the given architectural drawings using the ETABS 2018. Introduction:- ETABS is an engineering software product that caters to multi-story building analysis and design. Modeling tools and templates, code-based load prescriptions, analysis methods and…

Aim:   To run the analysis and design the RCC shear walls shown in the etabs model. Step 1: 1) Open the ETABS file 2) After the analysis click Concrete frame design Step 2: 1) Need to check there is any failures occurs 2) Click Shear wall design tool 3) select Display info and choose PM failure  Step 3: 1) Click any wall…

Aim: To Providing details of longitudinal reinforcement for the two columns from foundation to terrace level. Step 1: 1) Open a G+4 Etab file 2) Click the Concrete Frame Design tool 3) Select the Display Design Info option 4) Choose design output as Longitudinal Reinforcement Step 2: 1) After Selecting the Longitudinal…

Aim:    To Providing details of longitudinal and shear reinforcement for the two continuous beams using ETABS Step 1: 1) After downloading the model given in the question, click the Concrete frame design tool in the ribbon tab. 2) Choose Select design combinations 3) Select the appropriate combination from the…

AIM: TO MODEL AND ANALYZE MULTIPLE BUILDINGS WITH DIFFERENT FLOOR LEVELS AND DESIGN PARAMETERS USING ETABS SOFTWARE AND COMPARE THE RESULTS TO UNDERSTAND THEIR OVERALL SEISMIC BEHAVIOUR.     INTRODUCTION:                            The structural…

Aim: to model and analyse a 25 storey building with given specifications and to cross check the parameters as per IS 1893 provisions. Procedure: Open the ETABS software. Click the file menu and choose to create a new model option. After choosing a new model a dialogue box will appear as model intialization. Choose the…

  ANS 1 : STRCTURE (a) For this structure is considered as it is asymmetric in nature. Here cannot to be considered as a horizontal irregularities and the shear wall shape like L. There is some uncertainty concerning certain features of the seismic response of non-rectangular walls. It occurs lack of tensile capacity and…

  Answer1 :  1.Symmertry Having a look over the aspects of symmetry of the framing plan, it is observed that the distribution of mass,Stiffness is across the plan;it is observed that the distribution of mass, stiffness is across the plan.It is considered for one of the good Symmetrical aspects.This tends to reduce the…

AIM:- To compute Ln , Mn and Γn for each of the five modes from the given equations.             To calculate the effectie modal mass Mn* and the modal mass participating ratio for the 5 modes.             To obtain the…

ANS 1 AIM - TO DIFFERENTIATE BETWEEN STATIC ANALYSIS AND DYNAMICS ANALYSIS  STATIC ANALYSIS :- In static analysis we analysis we analysis static load means a force that has constant size , position and direction on or withinm a structure  Study of static load help applied to the  determine the max allowable…

ANS 1 A) This crack will be formed due to the flexural failure of beam . The flexural strength known as modulus of rupture , band strenth , fracture  strength on on the jack ,is amaterial property defined as the stress in a material just before it yield in a flexural test . The flexural stength represent the highest…

ANS 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 dynamo  Then dynamo window opens and then go to new option . Now , start the process by inserting three…

ANS 1 AIM : TO USE THE ARCHITECTURAL / STRUCTURAL PROJECT FILE DEVELOPEDE FROM WEEK 6-8 , EXPORT THE REVIT FILE TO NAVISWORK CACHE FILE  TOOLS / COMMANDS USED : ARCHITECTURAL FILE  FILE  OPEN  EXPORT  NWC  NAVISWORKS  VIEW  3D VIEW  PROCEDURE  The revit file which is to…

ANS 1 (AIM: SELECT THE TYPE OF STRUCTURE YOU WANT TO BUILD FROM ONE OF THE THREEE BELOW a MULTI UNIT RESIDEN TIAL  b OFFICE BUILDING  c SCHOOL ANS ) OFFICE BUILDING  ANS 2  AIM: ASSUME REASONABLE ASSUMBTION FOR GEOGRAPHIC AND LOCATION DETAILS FOR YOUR PROJECT MODELING . BASED ON ASSUMBTION AND TYPE OF STRUCTURE SELECTED…

ANS 1  AIM : TO MODEL A CEILING FROM THE ARCHETECTURAL TAB ABOVE THE WALLS AT THE FIRST FLOOR LEVEL  PROCEDURE :  Open revit software and click on new to open the architectural template file  In the file tab , load the week 3 project that we did earlier  Now we have to create the celling to this first - floor level  Go…

AIM : TO CREATE A 3D RENDERED MODEL FOR RESIDENTAL BUILDING IN AUTOCAD  INTRODUCTION : Command used for drawing the 3d rendered view of building are as follow  EXTRUDE  SWEEP  UNION  SUBTRACT  INTERSECT  REVOLVE  PROCEDURE Open autocad  set units and limits  Set limit 0,0 and 100, 100 put command  XLINE for making plan …

AIM : TO CREATE A 3D ISOMETRIC VIEW OF THE GIVE BUILDING WITH PLAN AND ELEVATION  COMMAND USED  LINE COMMAND  RECTANGLE COMMAND  UCS COMMAND  DIMLINEAR COMMAND  REGION COMMAND  EXTRUDE COMMAND  SUBTRACT COMMAND  BOX COMMAND  UNITS COMMAND  DIMSTYLE COMMAND  3D…

AIM:   TO CREATE A 3D OF THE FURNITURE ELEMENT AS PER THE GIVEN DRAWING  INTRODUCTION :  3D modeling in autocad includes 3D solids , surface , meshes and wireframe objects  TYPE OF 3D MODELS :  Several type of 3D modeling are available in autocad . each of these 3D modeling techologies offer…

AIM : TO CREATE A LAYOUT OF THE PLAN AND SECTION A OF THE PROJECT IN CHALLENGE 7  PROCEDURE : In the command type unit and put in mm  In the command type limax 100,100 In command type limit and put 0 In the command prompt type Ms to specify the centre of plot  Then click on the tittle box to edit the tittle …

AIM : TO CREATE THE KITCHEN LAYOUT AND ALSO USE PROPER DIMENSION AND TECHNIQUES TO DIMENSION THE KITCHEN LAYOUT  PROCEDURE  STEP 1  unit are set in mm  limits and limmax are also set  zoom command is also used  STEP 2  In the command type rec to rectangle and make rectangle of 4734 x…

AIM : TO CREATE  TEMPLATE , INSERTING TEXT AND ATTRIBUTES  DOORS OF WEARHOUSE AND PLACING IT IN BLOCKS  ELECTRICAL LEGEND AND MAKING IT BLOCK  DIFFERENT TYPE OF DOORS FOR RESIDENTIAL PROJECT  DRAWING BARS ,MAKING IT AS BLOCK AND MAKING IT AS A TABLE AS A BAR BENDING SCHEDULE  COMMAND USED…

AIM :  TO Draw the residental Building of dimension 60' x 20' with the following drawings  1) ARCHITECTURAL DRAWING  PLOT DRAWING GROUND FLOOR DRAWING  FIRST FLOOR PLAN  ELEVATION DRAWING  2) STRUCTURAL DRAWING  SECTION VIEW  FOOTING LAYOUT  COLUMN LAYOUT  BEAM LAYOUT …

ANS = AIM OF PROJECT  To sketch a G +1 floor residental plan according to vastu shashtra and to list down the names of structural drawings required to be provide to the site for construction.  DIMENSION OF GROUND FLOOR PLAN Living room = 3.60m x 5.85m  Kitchen room = 3.60m x 3m Dining room = 3m x 3m …

(ANS 1= Mix design for m35 grade concrete with fly ash  PROCEDURE STEP 1  Stipulation 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 IS3182  D Max nominal size of aggregate…