Concrete  Mix Design for M35 grade concrete with fly ash 1 Target strength of mix proportion f'ck= fck+1.65S     = 35+1.65*5     =43.25N/mm^2 From table 1 IS 10262:2009 S= 5N/mm^2 2 Selection of w/c ratio From Table 5 of IS 456:2000 for severe exposure W/c ratio=0.45 Based on experience adopted…

Aim: Sketch a G+1 floor residential plan, according to Vaastu Shastra, and list down the names of the structural drawings required to be provided to the site for construction. Also, assume the sizes of the structural elements (Column, Beam, Slab, etc.,) and accordingly calculate the individual corresponding loads from…

Aim: To draw residential building of dimensions 60'*20' with the following drawing 1) Architectural drawing Plot drawing Ground floor plan First floor plan Elevation view   2. Structural drawing Section view Footing layout Column layout Beam layout Introduction Residential building dimension:60'*20' (18.3m*6m) Plinth…

1.Tamplates 2.Doors type for warehouse 3.Symbol s block with name in legend 4.Door type for residential building   5.

1.Aim:The layouts of the kitchen  All dimension in mm Procedure: By using line command to draw the outer line. In ribbon bar>hatch>Ar.Conc To create the rectangle by using rec command By using Mt command to draft text By using C command to draw the circle By using dim to draft the dimension 2.Aim:To create elevation…

1. Aim : To create layout of plan and section using MArch.dwt. To create viewport using MV command odf size 400x445 and 375x445 and setting the scale (1:50) Editing attributes in the tamplete A1 size Procedure: In the command prompt type units>mm>decimal set lim max, lower left corner and upper right corner Command…

1.3D Furniture element 2.3D Model of an isolated footing 3.3D view of ASTHO type girder 4.3D model of a drop column with panel  Sectional view Isometric view 6.3D model of wall  Consider thickness =9"                                …

1.Aim:To create 3D  isometric view of the plan and elevation Procedure: *Open Autocad set unit as feet or inches, *Set lower left corner, upper right corner limits Steps 1:Creating layers 2:Creating 3D view 3:Creating elevation windows   Window at elevation A   Window at elevation B 4.Creating views  …

Aim:To create a 3 dimensional model of the residential building with a rendered view in AutoCAD.  Procedure: Open the AutoCAD and go to 3D modelling. Initially set the units of the drawing as decimal (mm). Now, set the limits of the drawing: Now create a 2D plan for a residential building with the help of commands…

1.Aim:Created a ceiling from architecture tab above wall at  first floor level   Introduction  From the architectural tab to model a ceiling at the first floor level on the saved week 3 project of the residential unit. Procedure  1. Open revit module  Click on open and select week 3 created…

1.According selection the type of structure i can choose residential multi unit apartment 2. The open space around the building shall not be less than 4.5m  The type of construction type 2 construction  FAR value for the buiseness building shall not be taken as 2.9 The plot size is taken as 40mx70m i.e 2800 sqm…

1.Aim:To create a set pf sinusoidal points and create a curve and create surface out pf curve Introduction By using dynamo to create a set pf sinusoidal points and create a curve and create surface out of curve Procedure Open revit software and go to new architectural template  Go to manage tab , click on dynmo under visual…

1.Aim:To use architecture/structure project file to export revit architectural and structural model to naviswork cache file Procedure  Open aaaarchitectural model and click on 3D view Go to file , click on export and save as NWC                                Repeat for for architectural and structural model Open file…

1. a  The above image show the damage at beam column joint In this damage is more for part of beam Damage is caused due to not providing sufficient cover to beam from reinforcement. May be caused due to insufficient vibration of Concrete as there will be hinderence of the reinforcement while vibration The repair can be…

1.Difference between static analysis and dynamic analysis                  Static analysis          Dynamic analysis Load is not variable with timeand negelected due to slow applying of load Load is variable with time due to fast applying load and vibration…

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1. Investigation of framing plan w r t symmetry in X direction If we split the plan vertically half, it will look mirrored. So we conclude the given plan is symmetric in X direction Investigation of the framing plan w r t symmetry in Y Direction. If we split plan horizontally half it will look mirrored. So we conclude…

1. As the structure is more restrained it will be more shrinking, expanding and cracking. There will be more floor shrinkage and expanding in structure A whereas there will be minimum cracks in structure B and C. The shear walls in the structure also decide whether the floor vibration is more or less in the structure it…

1.     Open ETABs software click on new model and  Then dialog box appears click on custom grid spacing click on edit grid data set x and y ordinate  Click on custom story data and edit data story  Then dialog box appears on screen create 25 story for model and click on ok   Step 2 Go to define…

OBJECTIVE OF CHALLANGE Know how to extract different seisic responce  for the structure how to easily alter  certain properties in ETABS  model know the factor influencing the dynamic charecterstucs  of building know the factor influencing time period of building know the factor influencing mode shape …

AIM: Reson for failure of the middle along grid a possible wats to solve  PROCEDURE: Calcualte value of max shear force in any one of span as per IS 13920-2016 Longitudinal reinforcement of the beam grid -3From ETABs (mm^2) Shorter reinforcement of beam at grid 3 from etabs (am2/100mm) Logitudenal reinforcement of…

OBJECTIVE OF CHALLANGE To know the design of rc column using etabs analysis to know the basics of rc  column reinforcement detailing with respect to primary stndards to ensure the ductility reinforcement required by IS-13920-2016 been satisfeid in reinforcement drawing   LONGITUDENAL & SHEAR REINFORCEMENT OF 3A COLUMN…

  Data required for ETABs analysis Pinned support, Base+9 story (Ground to terrace)+1mumty Column 450x600mm , Beam 400X500mm, Slab 150mm thick, Shear wall 300mm thick Live load 2.5kN/m^2 Floor Finish 1..5kB/m^2 Wall load 5kN/m^2 Water tank 20K liter over mumty equivalent to 200KN overall Conceptual design consideration…

Aim     To model and analyze the G+7 residential building from given architectural drawing using the ETABS 2018 Procedure Open the Etabs software click on new then choose model information     Click on custom grid spacking select Edit grid type    Give X and Y grid data   Then screen…

  Steps involved in Footing design Calculation of gross soil pressure for footing area Calcultion of net soil pressure for flexural and shear design Initial depth of footing calculation Flexural reinforcement cakculation One  way shear check Two way shear check 1.Gross soil presuure and footing area Unfactored…

OBJECTIVE OF CHALLANGE to know the general design procedure of spreadnfooting with safe foftware to know the general design procedure of pile foundation with safe software PROCEDURE  FIND THE value for SAFE BEARING CAPACITY   UNDER SERVICE LOAD SETTELMENT UNDER SERVICE LOAD two way shear checkULTIMATE BENDING MOMENT(moment…

Objective of challenges To calculate and assume necessary data from the given architectural and site information To model , analysis and design the frame structure using ETABS software To model, analysis and design the foundation using SATE software To produce structural typical floor plan &typical rebar drawing Data required…