Mix design for M35 concrete with fly ash- Grade of concrete- M35 Exposure condition- severe Type of mineral admixture- flyash Type of cement- opc 43  Aggregate size – 20 mm Workability – 100mm slump Concrete placing – pumping Admixture – superplasticizer Min cement content – 320kg/m3…

1. Important structural drawing for project -     Centre line drawing      Footing and cloumn layout with reinforcement details     col schedule with reinforcement detalis     Plinth details with reinforcement details     1 floor beam  and slab layout with reinforcement…

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1. Architectural Drawing  Floor Plan  select the unit command in that select the architectural and inches unit. then using x line command draw a horiz and vert line then using offset command draw a line at 60' from vertical line and 20' from horizontal line this will be the plot size after that leave side margine 2'3"…

1. AIM - CREATE A TEMPLETE AND CREATE A BLOCK OF THAT.     2. AIM - CREATE A DOOR TYPE FOR WAREHOUSE AND CREATE A BLOCK    3. AIM - CREATE A SYMBOL LEGEND AND CREATE A BLOCK  4. AIM - CREATE A DOOR TYPE FOR RESIDENTIAL BUILDING    5. AIM - CREATE A BAR BENDING SCHEDULE     

1. AIM - CREATING A KITCHEN LAYOUT  PROCEDURE - USING OFFSET COMMAND AND LINE COMMAND WE CAN DRAW A KITCHEN LAYOUT USING HATCH COMMAND WE CAN HATCH A PORTION  2. AIM - CREATING A ELEVATION PLAN OF CHALLANGE 7 BUILDING PROCEDURE- USING OFFSET COMMAND AND LINE COMMAND WE CAN DRAW A ELEVATION OF BUILDING LAYOUT…

1 AIM - CREATE A LAYOUT OF PLAN AND SECTION  PROCEDURE- USING MV COMMAND AND LAYOUT COMMAND WE CAN DO THIS      2. AIM - CREATE A KITCHEN LAYOUT  PROCEDURE -  USING MV COMMAND WE CAN DO THIS   3. AIM - CREATE A LAYOUT OF SECTION FROM CHALLANGE 9  PROCEDURE -  USING MV COMMAND…

1. Aim - 3d of table  2. AIM 3D MODEL OF ISOLATED FOOTING 3. AIM - 3D MODEL OF ASSTHO GIRDER 4. AIM - 3D MODEL OF A DROP COLUMN WITH PANNEL 5. AIM - 3D MODEL OF WALL

1 . AIM - 3D VIEW OF ISOMETRIC VIEW OF BUILDING PROCEDURE- USE LINE, EXTRUDE , SUBTRACT, MOVE COMMAND TO MAKE IT . 2. AIM - 3D VIEW OF BUILDING FACADE PROCEDURE- USE LINE , EXTRUDE, SUBTRACT, MOVE COMMAND TO MAKE IT   3. AIM - 3D VIEW OF STAIRCASE PROCEDURE- USE LINE, EXTRUDE, BOUNDARY COMMAND.   4. 3D VIEW OF…

1. AIM - 3D MODEL OF RESIDENTIAL BUILDING PROCEDURE- SELECT A UNIT FROM UNIT COMMAND. THEN DRAW A 2D LAYOUT WITH ELEVATION. THEN SHIFT TO 3D MODELLING THEN SELECT THE GROUNG LAYOUT. THEN PICK THE BOUNDARY TO EXTRUDE WALL OF HEIGHT 10'. THEN EXTRUDE WINDOW HEIGHT TO SEAL LEVEL. THEN TAKE A RECTANGLE ON TOP OF WALL AND EXTRUDE…

1. Aim - Based on previous project mahe a ceiling  Procedure  Select ceiling option from architectural option then select pick line and mark outer boundary of the layout   2. Aim - Model a roof above ceiling using roof option with 10degree slope Procedure  select roof option and select pick line and…

1. Aim - Selection a structure for the project             Office building    2. Aim - Design a Building according to the National Building code (NBC)  Height of building must not be les than 3 m then staircase width must be  1.5 Room shall have all the door window and…

1. Aim - Using Dynamo Create a set of sinusoidal points and create a curve and create surface  out of curve Procedure -  Open dynamo then select integer model  Then select range And align them Then select point by coordinate  then RAnge code block Point by coordinate then list curve    2.…

1. Aim - Use architectural and structural project and export it to  navi work Procedure -  Select both file and in file option select Export in that select Nwc  then open NWC and select file and select both the file      2. Aim - Using navigate tool walk around the model Procedure - …

1. A - Here concrete is crapled down and reinforcement is exposed           and concrete spalled beyond reinforcement is called rupture           As the top portion is look safe then we can see crack are develop from bottom to top          …

1. Static Analysis -  Here load is applied slowly and time and inertial effect are irrelevant. Material is linear elastic , boundary condition donot changes       Dynamic Analysis - Here load change with time Here boundary condition may change Dynamic can have larger effect than static dynamic…

1.  for modal propert                   L1 = 4.12m                  L2= -1.29m                   L3 = 0.683m                  L 4…

1. As per the symmetry of the plan for both the axis is there      so we can conclude that plan is symmetry. For redundancy in Xdirection Here All column are evenly spaced so the structure is more redundant at the X direction For redundancy in y direction All column are less in no but evenly spaced so it…

1. For restraint of floor shrinkage -  A - full restraint at all corner that will lead to crack in floor B - restraint along the edges Average crack C - no uniform Restraint less crack will developed   The Lateral Stiffness -  A - compratively lower lateral stiffness  B - uniform and comparatively higher lateral stiffness …

 Aim - Model a 25 storey building on ETABS 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 metre. Procedure…

1. Aim - Draw a building as per given above in the project Procedure - Select  a new model Select a grid and story  Now add the material of concrete and rebar and add column and beam  Add Column beam and slab to it Add load pattern and combination to it   Select a diaphragms from shell load  and…

1. Aim - Reinforcement Detailing of Beams from ETABS output Procedure -  Select a attached file and open it in the ETAB then select first floor  and then Select concrete frame design and Select Design info and in that select longitudinal reinforcement  for both Grid    Select concrete frame…

1. Reinforcement detailing of Columns from ETABS output Procedure - Select a file from challage 7 and then select the 2 column listed above then select a concrete and get both logitudinal and shear reinforcement detail.   Shear reinforcement and lapping detail as per IS code 13920 - 2016

1. Analysis & Design of RCC shear walls in the model using ETABS Procedure -  Select a file and open it in the ETAB as provided then Select the given Shear wall in it then see wheather peir option is given or not then run the analysis after that select shear wall analysis and take out the longitudinal, shear,…

1. AIM - Structural Modelling using Etabs  Procedure -  As given open the ETAB and Draw a plan as given in attachment i.e architectural plan  Then Draw cloumn, beam, floor, Slab  First select Story and grid as per given architectural drawing  then define material and section properties in…

1. AIM - Design of Shallow Foundation (Isolated Footings) PROCEDURE -          First calculate Gross Soil Pressure and Footing Area - - Unfactored load with surcharge + self weight of footing / allowable soil pressure = (2000/1.5x1.1)/150 = 9.78 m2 = 3.2 m side footing     …

1. Model the isolated footing Procedure -  First select isolated footing in safe software then and assign the size and thk to the column in the as given below   then Assign the material properties to it  then Assign Area spring 9000 kn/m2 then add load combination to it  SLS and ULS   then…

1.Design & Analysis of a Hostel building at Guwahati, Assam Procedure - select a grid and draw plan according to the plan then design column and beam and floor and add material to it   then run analysis and check the result bending moment   deformed shape Modal load participating ratio Modal participating…