M35 GRADE CONCRETE MIX DESIGN WITH FLY ASH   AIM :        THE AIM OF M35 GRADE CONCRETE MIX DESIGN WITH FLY ASH IS TO DETERMINE THE WORKABILITY AND STRENGTH OF CONCRETE WHEN USING FLY ASH AS ADMIXTURE.   INTRODUCTION:         IN THIS PROJECT, THE…

RESIDENTIAL BUILDING PLAN: AIM OF THE PROJECT:        To sketch a G+1 Residential plan according to vaastu Shastra, and list down the names of structural drawings required to be provided to the site for construction.        Also, assume the sizes of structural…

AIM⦁ To create a architectural plan for provided plot size and develop relevant structural drawings. COMMANDS USED:⦁ Line⦁ rectangle⦁ trim⦁ fillet⦁ offset⦁ design centre⦁ dimlinear⦁ dimstyle⦁ mleader⦁ mtext⦁ circle etc. PROCEDURE:STEP 1:CREATE A ARCHITECTURAL PLAN:⦁ Set the units in architectural feet and inches and limits…

AIM:⦁ To create a template, inserting texts and attributes by using the autocad. COMMANDS USED:⦁ Block⦁ insert⦁ attributes⦁ field⦁ rectangle⦁ line⦁ text⦁ mirror⦁ copy⦁ offset PROCEDURE:CUSTOM TITLE BLOCK1:⦁ Set the units and limits command.⦁ create a rectangle of size and divide it with the line for the text box into columns.⦁…

1. AIM:⦁ To create the kitchen layout and also use the proper dimension techniques to dimension the kitchen layout. use the hatch properties wherever required. PROCEDURE:⦁ Set the units to mm⦁ set the limits min and max.⦁ enter the comman zoom and all.⦁ Type the rectangle and the dimensions are 4734x3688mm.⦁ offset the…

1.AIM:⦁ To create the layout of plan and section, creating viewports, editing attributes and taking a plot.COMMANDS USED:⦁ View⦁ layout⦁ multiple view⦁ model space⦁ paper space⦁ scale⦁ xref⦁ plot. PROCEDURE:⦁ In the command prompt type XREF and attach the dwg.⦁ after attaching left click on the attached file and bind and…

1.AIM:⦁ To create a 3D Furniture elements using the various commands in AutoCAD.PROCEDURE:⦁ Set the units as engineering and inches.⦁ Set the limits.⦁ Go to the settings and change the view of the page from drafting to 3D modelling.⦁ First take the top view of the page and draw a rectangle with the dimension of 2'-6"x3'-0".⦁…

1.AIM:⦁ To create a 3D isometric view of the given building with the plan and elevation. COMMANDS USED:⦁ line⦁ rectangle⦁ UCS⦁ region⦁ extrude⦁ substract⦁ 3D Orbit⦁ union⦁ plan⦁ erase. PROCEDURE:⦁ Set the units in engineering and in inches.⦁ set the min and max. limits.⦁ draw the rectangle using the command.⦁ we have to…

1. AIM:⦁ To create a 3d Model of a residential building with rendering view.COMMANDS USED:⦁ line⦁ rectangle⦁ UCS⦁ region⦁ extrude⦁ substract⦁ 3D Orbit⦁ union⦁ plan⦁ erase.⦁ rendered.⦁ material assign. PROCEDURE:STEP:1⦁ Set the unit in engineering with inches.⦁ set the limit min & max.⦁ draw a rectangle of 22'x50'⦁…

1. AIM:⦁ To determine the mode of failure or damage of the beams in the picture and the determination of the damages and the repairement. TYPES OF FAILURES IN THE BEAMS AND COLUMNS:⦁ Flexural tension failiure⦁ Flexural compression failure⦁ Shear failure⦁ Diagonal tension failure⦁ Shear compression failure⦁ Splitting shear…

AIM:⦁ To get the better understanding of the following topics which are explained below. 1.STATIC AND DYNAMIC ANALYSIS:STATIC ANALYSIS:⦁ A static structural analysis calculates the effect of steady loading conditions on a structure.⦁ it ignores the damping and inertia effects, such as those caused by time varying loads.⦁…

AIM:⦁ To compute the values of seismic parameters based on the given structural data. STEP-1: ⦁ Ln, Mn, Tn values are calculated for each of the 5 modes⦁ The base shear force for each of the 5 modes is obtained.⦁ Effective modal mass and the modal mass participating ratio for 5 modes are obtained.

1.SYMMETRY:⦁ It is observed that the distribution of mass, stiffness across the plan has good symmetrical aspects.⦁ this tends to reduce the horizontal displacements in both of the two horizontal displacements orthogonal horizontal directions.⦁ it also has a very good uniformity. REDUNDANCY:⦁ There are missing structual…

1.STRUCTURE (a) This structure considered as it is aymmetric in nature.Here cannot to be considered as a horizontal irregualrities and the shear wall shape like L.There is some uncertainity concerning features of the seismic response of the non-rectangular walls.It occurs lack of tensile capacity and force configuration.These…

AIM:⦁ Modelling of 25 storeys building with specified properties using etabs. PROCEDURE:⦁ open etabs and select the new model and make the following settings. ⦁ an interface appears as shown, click the custom grid spacing and maintain the spacing as 4m in both x & y directions. ⦁ click ok, a box appears,enter the stories…

Aim:⦁ To Compare fundamental natural periods of buildings H, J and K. using ETABSProcedure:BUILDING - A:⦁ Open ETABS from the desktop shortcut or by searching for it from the start menu.⦁ Once the software is up and running, click on the new model option.⦁ Once you click on the new model, a dialogue box will pop up where…

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

AIM:⦁ To Providing details of longitudinal reinforcement for the two columns from foundation to terrace level. PROCEDURE:⦁ Open a G+4 Etab file⦁ Select the two columns at grid A-3 & B-3.⦁ Show the selected objects only. ⦁ Click the Concrete Frame Design tool⦁ Select the Display Design Info option⦁ Choose design output…

AIM:⦁ To run the analysis and design the RCC shear walls shown in the etabs model.PROCEDURE:⦁ Open the ETABS file⦁ After the analysis click Shear wall design ⦁ Go to display⦁ Click labels⦁ Check pier assign ⦁ Go to concrete frame design⦁ Click Display design info⦁ Choose Longitudinal reinforcing ⦁ Go to concrete frame…

AIM:⦁ To model and analyze the G+7 residential building from the given architectural drawings using the ETABS. PROCEDURE:⦁ First we have to open the etabs software.⦁ Next click on the file option at the left side top corner and select the new model, as shown below.⦁ After selecting the new model the new tab opens, in that…

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 face…

AIM:⦁ To Analyze and designthe isolated footing from week 11 challenge on SAFE⦁ To verify the size, depth and steel provided as per calculations. PROCEDURE:⦁ Units was selected as Metric and Code IS 456-2000. ⦁ Define materials⦁ Material Property data:⦁ Click define followed by Material properties⦁ M25 grade of concrete⦁…

AIM:⦁ To design and analysis of G+3 hostel building in ETABS and Foundation in CSI SAFE. PROCEDURE:⦁ In order to design and analyse the hostel building first thing that we have to do is to open the ETABS software.⦁ After opening the ETABS software there will be an option called New model click on that option.⦁ After clicking…

1. AIM: To model a Ceiling from the architecture tab above the walls at the first-floor level. INTRODUCTION:-⦁ The creation of Ceilings within Revit is a very similar process to that of Floors and Roofs- ie you can let Revit do most of the work and “guess” where you want the boundaries to be,Or you can enter…

1). AIM: 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) OFFICE BUILDING. 2).AIM : Assume reasonable assumptions for geographic and location details for your project modeling. Based on assumptions and type of structure selected…

Introduction:⦁ Dynamo is an open source visual programming language for Revit, written by designers and construction professionals. Its a programminglanguage that allows you to type lines of code; while also creating an algorithm that consist of nodes. ⦁ Using dynamo work can be carried out with enhanced BIM capabiilities…

1). Aim: Using the Architecture/ Structure Project file developed and exporting the Revit architecture and structure model to Navisworks Cache file following the export settingsCommands used:⦁ Export⦁ File⦁ 3D viewProcedure:1. Opening the Architectural models of previous weeks and viewing in 3D view2. Clicking on export…

1.AIM:⦁ To determine the Shear, moment and Splice joints in RAM Connection for a 2D portal frame is required to be designed.GIVEN DATA:Supports o 2D Frame : Fixed supportSpann : 15mRoof : Pitched roofRidge height : 12mSlope : 4 degrees Load : UDL of 10 kN/m on roof beamStees Section : Hot rolledSplice joint location :…

1. 1. STEPS INVOLVED TO UPLOAD A STD. FILE THROUGH WEB MAIL:⦁ Open the staad software and locate the share option available on the intro screen.⦁ After clicking on the share button, select send mail option.⦁ Then, browse for the. std file on your machine and hit send. 1. 2. DIFFERENT MATERIALS THAT CAN BE DESIGNED USING…