CONCRETE MIX DESIGN FOR M35 GRADE WITH FLY ASH   Aim : Mix design for M 35 grade concrete with fly ash  Procedure:      Step :1       Stipulations for proportioning       a. Grade designation : M35       b. Type of cement : OPC 43 grade conforming…

Aim of the project- To sketch a G+1 floor residential plan according to vastu Shastra and to list down the names of structural drawings required to be provided to the site for construction. To assume the size of structural elements (Column, Beam, slab etc) and to calculate the loads from the members as per IS code.  Ground…

Aim: To draw 1. Architectural drawing of a residential building: Plan of a residential building. Elevation of a residential building. Section of a residential building. 2. Structural drawing: Column plan layout of the building. Footing plan layout of the building. Beam plan layout of the building. Commands used: Line…

Aim: To create: Template, inserting text and attributes Doors of warehouse and placing it in blocks Electrical legend and making it blocks Different types of door for residential project Drawing bars, making it as block and making it as a table as bar bending schedule.   Commands used:  Block. Insert. Attributes.…

1.Aim:  To Create the Kitchen Layout and to Also, use proper dimension techniques to dimension the kitchen layout. Also, insert text wherever required. All dimensions are in mm. Procedure: step 1: units are set to mm limits and limax are also set zoom comand is also used Steps for drawing Below Counter Plan Open Auto…

AIM: To create layout of plan and section, creating viewports, editing attributes and taking a plot. To create a kitchen layout in A4 sheet and take a plot To create Multiview ports for industrial section drawing, scaling it and taking a plot. COMMANDS USED: View Layout. Multiple View. Model Space. Paper Space. Scale.…

AIM:  To create 3D model and view of: Furniture element Isolated footing AASTHO type girder Drop column with panel A wall Commands used: Extrude. Offset. UCS. Box. Union. Subtract. Move. 3d orbit. Loft. Sweep. Cone. Region. Boundary. PROCEDURE:  Open the AutoCAD, click on workspace switching and change it to…

1.Create a 3D Isometric View of the building with plan and elevation given.         Aim:  To draw the 3D Isometric View of the building as shown in the figure. Introduction:   A plan view of wall of two elevation views of windows on both sides are given and they are to be converted into…

AIM:  To create a 3D rendered model for a Residential Building in AutoCAD INTRODUCTION: The main objective of this project is to understand about to create a Plan in 2D, then convert it into 3D using AutoCAD 3D, applying materials and rendering. AutoCAD is primarily used for generating 2D sketches. While it is…

1) Based on the project saved from Week 3, proceed from the First Floor Level. Model a Ceiling from the architecture tab above the walls at the first-floor level.     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…

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.   (ANSWER): From the above the options of type of structure to build a building,…

  1) Using Dynamo create a set of sinusoidal points and create a curve and create a surface out of the curve.   AIM :  Using Dynamo create a set of sinusoidal points and create a curve and create a surface out of the curve.   PROCEDURE: open revit ,go to manage tab and select dynamo, we get an interface…

1. Aim:-  Exporting the Revit architecture and structure model to Navisworks Cache file following the export settings. Tools used:-  Revit, Projects, Export option, file menu, 3D view etc. Navisworks is Used primarily in construction industries to complement 3D design packages (such as Autodesk Revit, AutoCAD), Navisworks…

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. Static analysis and Dynamic analysis by proper representing pictures          STATIC ANALYSIS          DYNAMIC ANALYSIS 1. Load is not variable with time and neglected due to slow applying of load  1. Load is variable with time due to fast applying of load and vibration.  2. Motion of the structure can be disregarded. …

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

Answer 1 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. t 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 horizontal…

ANSWER 1  Resistant of floor shrinkage: Observation: option A option B option C Full resistant at all corners corners are left free but restraints along the edge Non uniform restraints  Conclusion:  option A option B option C will have higher restraint to shrinkage,thus lead to cracks in the floor average…

Answers: open etabs and select 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 and y direction. click ok, a box appears,enter the stories upto 25 maintaing height of 3m except for base to plinth  which is 1.5m…

 Comparative Study of Different Story Buildings for Seismic Forces 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 configuration…

Aim:-  To design the beams in detail from the Etabs 2018.             To provide details of longitudinal and shear reinforcement for the given two continuous beams.             To calculate the value of maximum shear force in any one of the spans in the continuous…

Reinforcement detailing of columns      The Maximum Asc for the column 3A to be considered as per the ETABS design is; The highest of the Longitudinal reinforcement of the column from the Base to Terrace; That is the highest of 7027,6926,4800,4213,3525 = 7027mm2 is Provided for the Column.   The reinforcement…

Aim: Detailing of shear wall Procedure: Step 1: The provided ETABS model is analysed and the shear wall design is run as shown in the figure below. Step 2: The mentioned shear wall is labelled as P1. The design results of pier P1 is extracted as shown below. From the obtained results, it can be seen that a boundary zone…

AIM : To create a model of g+7 building given in the arhitectural drawing as per the provisions of IS 1893 and IS 13920 followed by response spectrum analysis.   PROCEDURE: plan is plotted according to the dimensions given in the architectural plan using grids and storeys.   now the material properties…

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  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 safe design of structures…

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…

QUESTION:1 1.The steps involved to upload a .std file through web mail: 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 for the. Std file on your machine & send it. 2. The different materials that…

1.ANSWERS:  1.How will you assign Circular section to column? 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    2. How will you assign Unit system to a .std model file?  While creating a model go to…

Questions 1. 1. State the primary load cases to be considered for design.    2. What is One – Way slab?    3. What is the value of unit weight of structural steel and soil?    4. Name few sections that can be defined using Properties tab in STAAD Pro.    5. Define…

Aim:-  To design a multi-storey Residential Building located in Bangalore using STAAD Pro Connect Edition   Procedure:-  Unit weight of the materials Reinforced Cement Concrete = 2525 kN/m3kN/m3 Plain Cement Concrete = 2424 kN/m3kN/m3 Cement Concrete Screed = 2020 kN/m3kN/m3…

1. Design a Warehouse Building ROOF SLOPE CALCULATION: Roof Slope  = 1 in 12 Width, b     = 30 m X / (b/2)    = 1/12 X               = (30/2) / 12  =  15/12 X              = 1.25 m GEOMETRY / MODEL CREATION:…