Mix design for M35 grade :- 1. Stipulations for Mix Design Concrete Grade designation : M 35 Type of cement : OPC 53 grade confirming to IS 8112  Maximum nominal size of aggregate : 20 mm  Minimum cement content : 340 kg/m3  Maximum water-cement ratio : 0.45  Workability : 50-100 mm (slump)…

Sketching the G+1 floor residential plan satisfing the vaastu shastra and calulating the load acting on the building with giving the information of the required drawings. Opening is provided above the ground level for the aesthetic lookAll doors are inwardsi. Main door is facing the north directionii. Toilets are not placed…

Aim :- To Design and Draft a layout of a Residential Building having plot size of 60' X 20' ( 18.3m X 6m ), facing East-direction using AutoCAD.    Architectural Drawing :- Site Plan Layout Ground Floor Plan First Floor Plan Elevation Section View    Structural Drawing :- Column…

Aim - Creating Bar Bending Schedule, Different Door types, and Creation of Standard drawing templates using AutoCadCreating Bar Bending Schedule, Different Door types, and Creation of Standard drawing templates using AutoCad Introduction 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 Step 2: In the command prompt type rec and the dimensions…

1) AIM: To Create a layout of the plan and section A of the project in challenges 7 . PROCEDURE:  In the command prompt type units > mm> decimal In the command prompt type limax >100,100 In the command prompt type limits>0,0 In the command prompt type layout > template>Tutorial arch .m  In the…

1) Aim:  To create a 3D Furniture element using AutoCAD software. Introduction: Various commands used: QNEW command UN command Box command Rectangle command Extrude command SUBTRCT command DIMLIN command 3DO command UCS command Procedure: Type QNEW in command box, press enter, select the imperial as default setting…

1) AIM:- To create a 3D isometric view of the given building with plan and elevation. INTRODUCTION:-  An isometric drawing is a 3D representation of an object, room, building or design on a 2D surface. One of the defining characteristics of an isometric drawing,…

PROJECT :-3D rendered model for a residential building in autucadd Line Xline Polyline Rectangle Circle Arc Trim Move Offset Hatch Layer Match Prop Multileader Fillet Copy Explode Dimlinear Dimcontinue Dim break Dim update Hide pallets (POFF) Show pallets (PON) Extrude Boundary/BO Region Sweep Matbrowseopen Material Mapping…

1)  AIM:  Use the project file created from Week 2. Use it for this assignment. Based on your layout from week 2, using floor tool under architecture tab and select the floor with appropriate  and thickness using the property browser create a layout in the Ground floor Level. Align the floor plan with…

1) Aim : To select type of the structure for modelling in the Revit software. Introduction : Depending upon the type of structure the design consideration of building for the modelling purpose vary. So it is important to clarify the type of structure before starting any project so that it will serve its…

1) AIM:- Create set of sinusoidal points and make it curve and surface using Dynamo Commands used:- Manage Dynamo Procedure:- Open a new file in revit  Select the manage tab and select Dynamo Dynamo will open  In the librarey type code block and select the code block  Rename it to Start, end , Step value…

1) AIM:- Set the base point of the project using manage tab and project shared coordinates for the project Commands used:- Collaborate Architectural  Grids manage   Procedure:- Select the Architectural tab and select grids and draw the grids Rename the grids  Select the manage tab and select specify coordinate…

1) a)              This crack will be formed due to the flexural failure of a beam. The flexural strength, known as modulus of rupture, bend strength, or fracture strength, is a Material property, defined as the stress in a just before it yields in a flexure test.…

1) The difference between static and dynamic analysis When I was doing my first civil engineering design I hardly thought about dynamics. Static analysis was “all there was” for me. And to some degree, it might have been even justified back then. Now, when I understand a bit more, I would like to take you on…

1) There are no results for 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. The fundamental period of vibration (T1 = 2 seconds)…

1) In this, the layout of the framing plan is Symmetric. A symmetrical well-distributed plan layout of structural elements is appropriate to achieve uniformity. The use of many, evenly distributed structural elements increases the redundancy of the structure, that is the structure becomes more reliable to resist the earthquake…

1) AIM: Conceptual design of a building with columns and shear walls.The building shown, 20 × 35 m in plan, has columns on a 5 × 5 m grid and shear walls (with dimensions shown in m, 250 mm in thickness) in three alternative arrangements, (a), (b), (c), all with the same total cross-sectional area of the shear…

1) Aim: To Model a 25 storey building on ETABS 2019 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. Procedure: Step 1: Open ETABS software. Click the File menu and choose…

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 behavior. INTRODUCTION  ETAB or ETABS they mean the same. Its full form is extended three-dimentional analysis of building system. It is an…

Aim:    To Providing details of longitudinal and shear reinforcement for the two continuous beams using ETABS Step 1: 1) After downloading the model given in the question, click the Concrete frame design tool in the ribbon tab. 2) Choose Select design combinations 3) Select the appropriate combination from the…

Aim:- To provide,             The details of longitudinal reinforcement for the two columns (3A & 3B), from foundation to terrace level.             The details of shear reinforcement as per special confining reinforcement provision of clause…

AIM The  file for a G+6 building is provided. Run the analysis and design the RCC shear walls (show in the etabs model). The following challenge deals specifically with the shear wall of size 300x1500 at grid A-11 in the structural model. Extract values of longitudinal steel ratio, boundary element…

Aim: To model and analyze the G+7 storey building using ETABS with application of proper load cases and load combinations for the given typical floor plan drawing. Step 1: Open the ETABS Software. Set the Grid and storey details using editing options.Provide 4 grids at x-Direction and 6 grid at y-Direction with the proper…

Aim:- Design a square footing for a column size of 400x400. The compression axial load for the load combination of (1.5 DL + 1.5 LL) is 2000 KN. The safe soil bearing capacity is 150 KN/m2 at a depth of 2 meters below E.G.L. Participants are free to go for either a tapered or stepped footing. Besides the total axial load,…

AIM: Foundation design using SAFE PROCEDURE: Q1)   1. Define material properties 2. Define slab properties 3.Define Load Pattern 4. Define Soil Subgrade  modulus 5. Assign point load 6.Assign load combinations 7.Check design preferences (min cover 50mm) 8. Run analysis and design   Q2) Aim :- To…

Aim: To carryout modelling, analysis, design, and preparation of construction drawings of a G+3 RCC building situated in Guwahati Assam.  Introduction: ETABS is an engineering software product that caters to multi strorey building analysis and design. SAFE represents the state of art in three dimensional finfite…

Aim: To model a tall building in ETABS for the given architectural drawing along with the given parameters and to design their frame elements.   Procedure in ETABS modeling: a) Column spacing and wall spacing marking in the architectural drawing b) Story assignment   c) Grid assignment   d) Material assignment…

a) 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…

1) The moment-area method uses the area of moment divided by the flexural rigidity (M/ED�/��) diagram of a beam to determine the deflection and slope along the beam. There are two theorems used in this method, which are derived below. First Moment-Area Theorem To derive the first moment-area theorem, consider a portion AB of…

1) Aim :-            The user interface in TSD with the for the following items Intraduction :-                     Create a new file in TSD and set up the settings for a steel building to have member grade FE410 and concrete grade of M30 as…

1) Aim :-  Summarize the user interface in TSD Project Workspace Open the Tekla Software and click on the New option. Now the project workspace will be visible Scene Content– Demonstrate the use of scene content Open the Tekla Software and click on the New option. Now the project workspace will be visible Now…

1) Aim -To determine the loading on the beam indicated and analyze the beams and draw bending moment and shear force diagram.   Given Data -  i) The floor system is 120 mm thick normal weight concrete floor ii) The floor finish and mech loads on the floor is 3 kPa = 3kN/m^2 iii) The live load on the floor is…

1) Aim :  1. Create beam properties for First floor and model the beams 2. Create rafter beam on second floor as roof and moment frame action in one direction and add bracings at locations as per the design intent Procedure : Details of the structure: Support: Fixed-Pinned(Top and Bottom) Concrete Pedestal Size PD1=…

1) AIM:   Generate manual wind loading in the design report based IS code as per the following input TOOLS USED : Excel. IS codes. Calculator. PROCEDURE : 1. First we have to open MS Excel (optional) to enter the values used for calculations. 2. Next we have to obtain the required standard values from the IS…

1) Aim :-             The bending moment, shear force and deflection diagrams for the elements of the model Procedure :- Beams are long and slender structural elements, differing from truss elements in that they are called on to support transverse as well as axial loads. Their attachment points…

Aim :-  To analyse and design a steel building to 10T CRANE as per IS standard code in TEKLA STRUCTURAL DESIGNER. Procedure: Open the TEKLA software and select structure window. Now enter the levels as base, ground floor, first floor and roof as per the question Now select the grid lines and draw them according to…

1) AIM    To design the RC Column and beam based on the analysis of structure. PROCEDURE To open the model of Rc frame building. Now we consider the model to process of Analysing the whole frame, then to finding the Failure of elements will occur. Then, to correct the particular column and beam as per design…

1) AIM:Based on the above calculation apply the loadings on the model. PROCEDURE: go to load toolbar,define load cases. generate load combinations. for dead load,finish load-select area load and enter 1.2kN/m2. for brickwall load,select full UDL/point UDL and enter the repective value. for live load,select area load and…

1) AIM:- To generate seismic loading based IS codal provisions and zone II. Any other data you can assume and input accordingly INTRODUCTION:- Seismic load are the earthquake load on the structure which acts from ground and transfer to the top the building. The Structure must be designed in such a manner to resist…

1) The design of reinforced concrete (RC) column is carried out by following certain procedures. However, some specific rules and requirements need to be met. The conditions are commonly related to reinforcement ratio, size of rebars, spacing of steel bars, size and spacing of lateral ties or spirals, thickness of concrete…

1) Aim - To design the slab and foundation of the model. Tools Used - 1st Order analysis, Analysis all ( static ), Status , check panel ,Properties window etc. Procedure - Open the file created previously in TSD and open the 3D view. Click on 1st order analysis and perform analysis and also perform analysis all. Click…

1) Aim:     To Generate report for the steel building design from challenges 1 – 6 along with the loading summary using Tekla Software Procedure :- Step 1: 1) Go to report tab 2) Select the levels, load, loadcase and combination 3) Click ok Step 2: 1) Click Show Report Go to report tab 2) Select the…

AIM : To develop a model as per the given plan and analyze and design the structure. TOOLS USED : Paint. Manage property sets. Construction levels. Grids. Columns. Beams. REports. Model report. Show report. Interactive design. Slabs on beams. Frames. Roof panels. Wall panels. Loads. Loadcases. Seismic wizard. PROCEDURE…

1) Aim :-                The steps involved to upload a .std file through web mail           Introduction :  STAAD pro ( Structural Analysis and Deign program is the abbrivation for the STAAD it is the connected version new version used to…

1) AIM:- 1. To assign Circular section to column 2. To assign Unit system to a .std model file 3. Parameters to be specified while using “Bay Frame” option 4. Name few codal standards incorporated in STAAD Pro software. 5. To specify the design compressive strength for a RCC section. PROCEDURE: - (1) Go to…

1) Aim :-            The primary load cases to be considered for design. One – Way slab the value of unit weight of structural steel and soil Procedure :- Dead Load (IS-875: PART1) Live Load (IS-875: PART2) Wind Load (IS-875: PART3) Snow Load (IS-875: PART4) Seismic Load (IS 1893:…

1) Aim: To design a multi-story Residential Building located in Bangalore using STAAD Pro Connect Edition. Procedure: Unit weight of the materials Reinforced Cement Concrete = 25k Plain Cement Concrete = 24k Cement Concrete Screed = 20k Cement Masonry Units = 22k Structural Steel = 78.5k Soil = 18k Dead…

1)     Aim: To design a multi-story Residential Building located in Bangalore using STAAD Pro Connect Edition. Procedure: Unit weight of the materials Reinforced Cement Concrete = 25kNmm3���3 Plain Cement Concrete = 24kNmm3���3 Cement Concrete Screed = 20kNmm3���3 Cement Masonry Units = 22kNmm3���3…

Aim : To determine the Typical shear, moment and Splice joints in Staad Connection module for the following 2D portal framed structure modelled in staadpro are required to be designed  with following inputs/data-Also report to be Generated.   Given data: Supports o 2D Frame         …