Project on Concrete Mix Design for various grades of Concrete

PROJECT 2 AIM: To Develop general arrangement for the RC office building. To analyze and design the building as per IS standard code in TEKLA STRUCTURAL DESIGNER. To generate report of each member and to extract drawings for structural plans, beam reinforcement details from the software INTRODUCTION:      …

CHALLENGE 13 1.Aim: To Generate report for the steel building design from challenges 1 – 6 along with the loading summary Introduction: Generating report is a very important task since it gives information on all the details of the members like loadings, section details, reinforcement, design calculations, design…

CHALLENGE 12 Aim: To Design the slab and foundation of the model. Outline the thought process for designing of the elements (column, beam, slab and foundations) Introduction: Slabs are the horizontal members in the structure that carry floor loads in the form of dead load, live load and service load. The slabs transfer…

CHALLENGE 11 Based on the analysis design RC column and beam. Aim: To design RC column and beam based on the analysis Introduction: Analysis is carried out by assuming the preliminary sizing of the members. Then check for members is carried out to find the members that have failed the design criteria. Resizing the members,…

CHALLENGE 101.AIM:     To Generate seismic loading based on IS codal provisions and zone II.Introduction:   Seismic loads are the lateral loads acting horizontally in a building. The seismic loads act in 2 horizontal directions. Seismic loads lead to ground shaking and the building vibrates in its horizontal directions…

CHALLENGE 9 1.AIM: To Calculate dead load in design report based on IS code and apply dead load on the model Finishes of 50mm Slab thickness as per the design Brick wall load Roofing load Introduction: There are 2 broad classification of loads namely Gravity loads and Lateral loads. Loads that act in the direction of gravity…

CHALLENGE 8 Setup model for RC building design and based on following parameters for cover MEMBERS IN CONTACT WITH GROUND ABOVE GROUND Column 50mm 40mm Beam 30mm 25mm Slab 30mm 25mm Pilecap 75mm   Foundation 50mm     Aim: To set up the model for RC building design based on the above parameters for cover…

PROJECT 1 AIM: The aim of this project is to, Analyze and design a steel building to 10T CRANE as per IS standard code in TEKLA STRUCTURAL DESIGNER. Refer the attached plan and elevation. Provide bracings and moment connection for lateral stability.  Consider dead, live, equipment and wind loading. Consider the brick…

CHALLENGE 6 1.AIM: To Summarize the study for the bending moment, shear force and deflection diagrams for the elements of the model Introduction: BMD(Bending moment diagram ) is a diagram representing the variation of bending moment along the length of member . SFD(shear force diagram ) is diagram representing variation…

CHALLENGE 5 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 Introduction: Wind load is a lateral load acting on the structure. This wind load depends upon the height, location, topography and category of the building. Wind load…

CHALLENGE 4 AIM: To Calculate dead load in design report based on IS code and apply dead load on the model Finishes of 50mm Slab as per design Brickwall 150mm thickness Roofing load based on purlin size Ceiling loading 0f 0.3KN per sq m Introduction: There are 2 broad classification of loads namely Gravity loads and Lateral…

CHALLENGE 3 1.AIM: To create beam properties for First floor and model the beams Introduction: The main function of beam is to carry the loads from the slabs or any secondary beam and transfer it to the column. Inorder to create beam properties for first floor, make sure that it matches the ground floor beams and then…

CHALLENGE 2 1.AIM: To create column properties for different types of pedestal members and model in the grids created as per the assignment 1 Introduction: The pedestal is the block of concrete that supports the column. It transfers the load from the column to the foundation safely. It is also provided to avoid contact…

CHALLENGE 1 Summarize the user interface in TSD with the for the following items: -  Aim : To summarize the user interface in Tekla Structural Designer. The following items need to be summarized: Project Workspace Scene Content Create two scene views Loading drop list  Properties windows Introduction: Tekla Structural…

PROJECT 2 AIM: The aim of this project is to create, Alignments from the given Topo file Surface from the Triangles file Profiles for the alignment Pipe networks Corridor Plan Sheets Plan-Profile sheets Quantity take off Summary sheets INTRODUCTION: In this project, we are going to start creating surfaces from the given…

PROJECT 1 Aim: To design a roadway using the aerial images given To create a complete sheet set that includes key sheet and plan sheets To assign pay items to objects To do a project estimate and create summary sheets Procedure: Review the project scope file Create an aerial file using the template file Create a new file…

PROJECT 2   AIM: To compute flood levels for any major river with the following conditions. Conditions:      Consider minimum of 10km river reach      Consider all inline and lateral structures      Use RAS mapper      For flow calculation use any one method…

PROJECT 1 Download toposheet from SOI Nakshe Convert the pdf to jpg to use in AutoCAD AutoCAD: Launch AutoCAD and go to Insert -> Attach file and attach the image Identify any river in the toposheet and use Polyline command to sketch it Use List / Properties command to check the length of the stream drawn - Ls Draw…

PROJECT 2 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…

PROJECT 1 1) Calculate the concrete mix design for M35 grade concrete with fly ash Given, M35 grade concrete with fly ash Mix Design: a) Target Mean strength: Grade of concrete = M35 fck = 35 N/mm2 From Table 1 of IS 10262-2009, S = 5 N/mm2 f’ck = fck + 1.65 S = 35 + (1.65 * 5) = 43.25 N/mm2 b) Obtain the w/c ratio:…

PROJECT 1 Given, Concrete floor thickness = 120 mm = 0.12 m S.W of floor = 0.12*25 = 3 kPa Floor finish and mech loads = 3 kPa Live load = 5 kPa Total load = 11 kPa S.W of beam = 0.5*0.75*25 = 9.375 kN/m Load on the indicated beam  = (11*1.5)*2 =33 kN/m Adding S.w of beam  = 33 + 9.375 = 42.375 kN/m Analyzing…