Project 1

AIM: To design a multi-story residential building in Bangalore using STAAD Pro Connect Edition. Building floors G + 6 + R Plan dimension B = 25m ,  L = 16m Storey Height h = 3.5m Soil  Hard soil Use Residential Purpose Safe Bearing Capacity 180 kN/m2 Maximum slab thickness 150mm Assume suitable sections for structural…

1. a. State the primary load cases to be considered for design. Ans: The Primary Load cases are - Dead Load  Live load  b. What is One–Way slab. Ans: The one-way slab is a slab, which is supported by parallel walls or beams, and whose length-to-breadth ratio is greater than two and it…

1. a. How will you assign the Circular section to a column? Ans:  Create a new model for the column  Create the geometry first enter the origin (0,0,0) for the first node in the node table   since it is a column (vertical member) you should copy-paste the  2 nd node in the Y direction Next, specify…

1. a.Write the steps involved in uploading a .std file through webmail? Ans:  Open the software Staad pro on the landing page  Click on the share icon in  Click on send mail  Browse the file you want to share  click on send mail  Ensure that you are signed in  b.Name the different materials…

1. Aim: To Setup a given model for RC building design based on the following parameters for cover. MEMBERS IN CONTACT WITH GROUND ABOVE GROUND Column 50mm 40mm Beam 30mm 25mm Slab 30mm 25mm Pilecap 75mm   Foundation 50mm   Procedure: Open the TEKLA structure software. Go to the settings tab and select structure…

 Aim: To analyze and design a steel building as per IS standard code. Given data: Assume the wind speed as 39 m/s. The thickness of the wall is 150mm. wall and roof loading to be considered as 1.5 KN/m^2. Procedure: Open the Tekla software. To define construction levels. Click on the construction levels icon in the…

1. Aim: To Summarize the bending moment, shear force, and deflection diagrams for the elements of the model. Procedure: Now before starting the analysis check the factors In settings under modification factor select steel and all the values is 1.00 In the load combination, generate the load combination  For analysis…

1. Aim: To  Generate manual wind loading in the design report based IS code as per the following input Basic wind speed = 39m/s Terrain category 2 Procedure: 2. Applied the calculated values to the model. First, select the load case and applied a load case of face A at the frame 5 Applied a load case of face B at…

1. Aim: To Calculate dead load in design report based on IS code and apply dead load on the model. Given Data: Finishes of 50mm Slab as per design Brickwall 150mm thickness Roofing load based on purlin size Ceiling loading 0f 0.3KN per sq m Dead load: finishes load = 0.05x24 = 1.2 KN/m^2 Brick wall load: Ground to intermediate…

1. AIm: To Create beam properties for the First floor and model the beams. Procedure: Open the Tekla structure software  And then open the week2 challenge file. Now go to levels and select intermediate floor Now go to manage property and create the new beam  And then model the beam. Now Model the secondary…

1. Aim: Create column properties for different types of pedestal members and model the grids created as per assignment 1. Procedure: Open the Tekla software. Now create the levels by using the construction level option. Draw the grid lines as per assignment 1.  Go to manage property set and create a concrete…

 1. Aim: Summarize the user interface in TSD with the following items:- Project Workspace – How to access and usage  Scene Content – Demonstrate the use of scene content Create two scene views Loading drop list- How to access Properties windows – how to access and usage Procedure: 1. Project…

Aim: To model, analysis, design, and preparing of construction drawings of a G+3 RCC building. Etabs model for the two blocks on either side of the expansion gap Foundation details illustrating the pile & pile cap reinforcement Tie beam details connecting the pile caps Column reinforcement Framing plan for typical…

1. Aim: To Model the isolated footing provided in the week 11 challenge on SAFE and Analyze and design it to verify the size, depth, and steel provided as per calculations. Procedure: Open SAFE software. Go to the new model And specify the units. Now select single footing. Subgrade modulus = FOSxSBC/settlement. Soil…

Aim: To Design a square footing for a column size of 400x400. Given data: Size of column = 400x400 Compression axial load (factored load) = 2000KN Safe soil bearing capacity = 150KN/m^2 Grade of concrete = M25. Procedure:  Calculation of size of footing: Unfactored load = 2000/1.5=1333.33. Let assume 10% of the…

Aim: To model and analyze the G+7 storey building using ETABS with the proper load cases and load combinations for the given typical floor plan drawing. Procedure: Step1: Open the ETABS software. Provide 4 grids at X-direction and 6 grids at y-direction with given proper spacing. Click on edit story data and give the no…

Aim: To run the analysis and design the RCC shear walls shown in the ETABS model. Procedure: Open the ETABS file and Check the model. If there is no errors then run the analysis. Go to the elevation 11-A Again select display info and per shear reinforcing. Select display info and per edge/boundary zone width. Select display…

Aim: To run and analyze and design the RCC moment-resisting frames of the given ETABS file and to provide details of longitudinal reinforcement for the two columns (3A & 3B) from foundation level to terrace level. Provide details of longitudinal reinforcement for the two columns, from foundation to terrace level. Sketch…

Aim: To analyze the ETABS file for a G+4 building is provided. Run the analysis and design of the RCC Moment ResistingFrame. The following challenge deals specifically with two continuous beams on the 1st floor.         1) 3 span continuous beam along grid A        2) 7 span continuous…

Aim: To have a comparative study on different story buildings Factors influencing the dynamic characteristics of a building  Factors influencing the Natural Period of a building  Factors influencing the Mode shape of oscillations Producer: Open ETABS software and provide the units, grids, and story information.…

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 metres. Given details: Structural Element Sizes  Beams: 300 × 400 mm …

1. Type1: The four shear walls are symmetrically placed and are in uniform size. Because of this, there will be a uniform distribution of seismic forces. walls are placed in L shape. Because of these heavy biaxial stress will be imposed on them, due to this the floor below the walls will undergo heavy deformation. Lateral…

1.Comment on the layout of the framing plan concerning earthquake resistance in the two horizontal directions X or Y (dots are columns, lines depict beams). Look into aspects of symmetry, redundancy and bi-directional stiffness and ductility. Answer: The given layout of the framing plan is symmetric. Generally, a well…

1. A five-storey structure with 5 translational DOF is shown here. Each storey has mass ‘m’. The eigenvalue problem has been solved and the 5 periods of vibration Tn and their corresponding mode shapes, φn has been derived. Answer:

1. To Compute lateral stiffness of the one-story frame with an intermediate realistic stiffness of the beam. The system has 3 DOFs as shown. Assume L = 2h and Elb = Elc Answer:   2.  For the following structures: Determine the number of degrees-of-freedom for dynamic analysis Establish the equation…

1a. Beam column connection failure: Formation of the plastic hinge at undesirable locations, the joint is not supposed to beam the weak link between the two joints of column and beam. These elements are subjected to very high shear force during seismic activity. If these cracks are left unattended will lead to loss of…

1. Aim: To export the Revit architectural and structural to Navisworks manage. Procedure: Open the Revit software. Click on open and select week 7 Architectural and structural plan. Click on File and select export to NWC.  Now open navisworks manage. and click on Select the file which you export.   Result: Revit…

1. Aim: To create the set of sinusoidal points, curve, and surface out of the curve. Procedure: Open Revit software. Go to the Manage tab and click on the dynamo. In dynamo click on new. In the search bar type coordinates points, code blocks, integer slider. Give the commands and connect them. Create the curve and give…

1. Aim: To use the shortcut keys in Revit to complete the task for the above question. Procedure: a. To use a 3D model create a section box-BX b. To create similar doors and windows in a floor plan layout-cs c. To reduce the thickness of lines visible in plan views-TL d. To apply override settings to a floor…

  1. HVAC systems (Heating, Ventilation, and Air Conditioning System) are responsible for the regulation of heat, airflow, ventilation, and air conditioning of an entire building. We would not see the machine when we enter the building but we will most certainly feel the effects of a comfortable and well-ventilated…

1. My project is to build a Multi-Unit Residential Apartment.   2. Assume reasonable assumptions for geographic and location details for your project modeling are follow, The construction location is assumed to be in a residential area of Kurnool, Andhra Pradesh. The construction is done in a plain area.…

1. Aim: To set Project base point and project shared coordinates for the project. Procedure: Open Revit software. Click on new and select the Architectural template. Save the project. Go to Architecture tab-Grids Draw the grids in longitudinal and transverse. Go to the manage tab Click on Project coordinates-specify the…

1. The building codes are essential for the modeling/efficiency of drawings in Revit and the reasons are:  The building codes address many of a society's important concerns including public health and safety, environmental protection without disturbing the ecosystem etc. Building codes help us to construct the building…

1. Aim: To model a ceiling above the architecture plan. Procedure: Open Revit software. Open the project you created.   Select the ceiling from the architecture toolbar. Now select each room one by one  Result:   2. Aim: To create a roof above the ceiling and adjust the roof slop 10 degree Procedure: Open…

1. Aim: To create floor layout from week 2 project. Procedure: Step 1: Open week 2 project. Step 2: Go to architecture tab-floor-boundary lines-pick lines. Step 3: Property browser-edit type-change the floor. Click on structural material to change the material. select the desired floor material. Click on duplicate to change…

1. BIM: Building information modeling (BIM) is an intelligent 3D model-based process that gives architecture, engineering, and construction (AEC) professionals the insight and tool to more efficiently plan, design, construct and manage buildings and infrastructure. It is a process supported by various tools, technologies,…

1.Aim: To create the new project and also name the project. Procedure: Open the Revit software. After clicking on new. Select the Architecture templet-project-okay.   Save the file by the save icon at the top left. Typen the name and save with the desired location. Result:   2. Aim: To save the file and close…

Aim: To create a 3D model of a residential building with a rendered view. Procedure: In the command box type units-engineering-0'-0". In the command box type limmax -100',100'. In the command box type limits 0',0'-100',100'. In the command box type zoom - a In the command box type l to draw the lines. In the command box…

1. Aim: To create a 3D isometric view of the building with plan and elevation using autocad. Procedure: In the command box type units-engineering-0'-0" In the command box type limmax-100'-100' In the command box type limits-0'0" In the command box type zoom-a Go to the top view In the command box type l to draw the lines…

1. Aim: To Create 3D furniture elements using AutoCAD software. Procedure: Open AutoCAD-3D modelling. In the command box type units-engineering-inches-0'-0" In the command box type Limax-100'-100'  In the command box type limits-0'-0' In the command box type zoom In the command box type box and give the dimensions…

1. Aim: To create a layout of the plan and section A. Procedure: In the command box type units-mm-decimal In the command box type limax-100,100 In the command box type limits-0.0 In the command box type layout-template-tutorial arch.m In the command box type ms to specify the center of plot  To click on the tittle…

1. Aim: To create the kitchen Layout and to also, use proper dimension techniques to dimensions the kitchen layout. Procedure: Step-1: In the command box type units and set to mm In the command box type limits and limax are also set In the command box type zoom.  Step-2: In the command box type rec and select dimension…

1. Aim: To create custom1_tittleblock and custom2_tittleblock templates by using the block command Procedure: Step-1: custom1_tittleblock In the command box type L to draw the table. In the command box type text  go to properties tab to change the colour. In the ribbon-block-create block and name, it custom1_tittleblock.…

AIM: To design and draft a layout of a residential building and structural design. COMMANDS USED: Line Offset Rectangle Trim Extend Block Filet Block Block edit Dimension Layer Hatch PROCEDURE: PLAN  Step-1: In the command box type units>inches In the command box type limmax>100',100' In the command box type…

1.AIM: To draw the plan, section, and elevation. PROCEDURE: PLAN: Step-1: In the command box type units - mm In the command box type xl and select horizontal line and vertical line. In the command box type offset and offset distance of 250mm In the command box type offset to give the dimension of the bedroom is (3100x3100)mm…

1.AIM: To draw the elevation and details of a wardrobe as shown in the figure.  PROCEDURE: STEP 1 In the command box type units and set to mm. In the command box type limits and lim-max are also set. In the command box type zoom  In the command box type rec 1000X800 In the command box type offset In the command…

1. Aim: To create a column schedule as shown in the figure. Procedure: In the command box type line and create a table. In the command box type ST(text style)-font name-height-justify In the command box type text to give the text in drawings. In the command box type Mtext and symbols. Result:   2.  Aim: To create…

1. Aim: To sketch the layout of a residence building. Procedure: Step1: open AutoCAD. In the command box type QNEW-IMPERIAL TEMPLATE In the command box type UNITS-ENGINEERING -PRECISION-0'-0" In the command box type LIMMAX-100'-100' In the command box type LIMITS-0',0'-UPPER RIGHT CORNER-70'70' In the command box type…

1. Aim: To draw the given drawings by using AutoCAD. Procedure: In the command box type units and select decimal unit. In the command box type line In the command box specify first point as 1,1 In the command box type @3

1.  Aim: To create a cross-section of load-bearing wall overspread footing using AutoCAD. Procedure: open AutoCAD. In the command prompt type QNEW. Click on imperical template, advanced setup, decimal. In the command prompt type units. Type=decimal,precisionn=0.00, angle=decimal degree. In the command prompt type…

 Aim: To create the geometries from p1 to p2 using all the coordinates system methods.  Apparatus: Autocad software   Coordinates system: Absolute coordinates Relative rectangular coordinates  Relative polar coordinates direct distance entry  Procedure: 1. Open the AutoCAD software. Type QNEW…

Aim: To draw the G+1 floor residential plan as per a Vaastu Shastra. Size of the columns is 500*600 Size of the beam is 300*500 Thickness of the slab is 250mm Height of the wall is 4.5m Unit weight of 25 KN/m^3 Dead load of columns = 0.5*0.6*4.5*25 = 33.75 KN Dead load of beam = 0.3*0.6*25 = 3.6 KN/m Dead load of wall…

1. Mix design for M35 grade concrete by using Fly ash Stipulations for proportioning: Grade designation: M35 Types of cement: OPC 43 grade conforming to IS8112 Type of mineral admixture: Fly ash conforming to IS 3812 (part 1) Maximum nominal size of aggregates: 20mm minimum cement content: 320 kg/m^3 maximum w/c ratio:…