Analysis & Design of RCC shear walls in the model using ETABS

Aim: A 30 - 40hr project on modelling, analysis & design of a state-of-the-art tall composite building using ETABS software. The composite members to be designed using Comflor software.   Modeling:   The structural model created in Project 1 will serve as the foundation for Project 2. Develop two distinct structural framing…

  Navigate to the ETABS software, click on the "File" option in the menu, and then select "New Model" from the available choices, following the steps depicted in the provided image.   To import the AutoCAD architectural file into ETABS, follow these steps: Save the AutoCAD file as a .dxf format. Open the ETABS…

1. Design a Warehouse Building located in Chennai using STAAD Pro Connect Edition. The specification must be as follows:      Width  30m Length 50m Eave Height 9m Bay spacing 6m Soil type Medium Safe Bearing Capacity 200 kN/m2 Roof slope 1 in 12 Assume suitable sections for structural elements.…

Aim To determine The Design Of Multi-storey Residential Building located in Bangalore using STAAD Pro Connect Edition.     Introduction: Severa Steps need to be followed. here's a General outline of the process Gathering project information: Obtain in all relevant details about projects, such as architectural…

  Aim:  To determine the architectural drawings of a G+3 RCC building is provided.   Introduction: The following information on the building is to be used: Location – Guwahati, Assam Function – Hostel block in an academic institute The walls will be made of AAC blocks. Other loadings are to be…

1. Model the isolated footing provided in week 11 challenge on SAFE. Analyze and design it to verify the size, depth and steel provided as per calculations.   Aim  To determine the isolated footing on SAFE. Analyze and design it to verify the size, depth and steel provided as per calculations.   Introduction:…

Steps involved in Footing design   Calculation of net soil pressure for flexure and shear design Calculation of gross soil pressure for footing area   Initial depth of footing calculation   Flexural reinforcement calculation   One way shear check   Two way shear check     Gross soil pressure…

Aim: To determine the architectural drawings for a G+7 residential building in zone 5 has been provided.   Introduction: The floor plan is the same for all 7 floor levels. Possible column positions have also been provided. Conceptualize a framing plan layout and then model the building in Etabs. The following architectural…

 Aim:   To determine the project   Introduction:  This project is about G+6 building is provided. Run the analysis and design the RCC shear walls. The following challenge deals specifically with the shear wall of size 300x1500 at grid A-11 in the structural model.   Procedure: Values of longitudinal steel ratio, boundary…

Aim:   To determine the project is Reinforcement Detailed design of concrete buildings   Intoduction:   The ETABS file for a G+4 building is provided. Run the analysis and design the RCC Moment Resisting Frame. Specifically with two columns at the following grid intersections.   Procedure: Detail rule…

Aim: To determine the project is Reinforcement Detailed design of concrete buildings   Introduction: The ETABS file for a G+4 building is provided. Run the analysis and design the RCC Moment ResistingFrame. The following challenge deals specifically with two continuous beams in the 1st floor    Procedure:…

Aim To determine this project Comparative study of different storey buildings for Seismic forces, totally 11 projects are designed and alanyzed.    Introduction Using ETABS software the projects is done, there are various project done and attached totally  project 1  16m x  12m column size, 192…

Challenge 6 – ETABS modelling of a 25 storey building 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. Structural Element Sizes  Beams…

Question 1: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 walls. Compare the three alternatives, taking into account…

Question 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. Ans Investigation of the framing plan with respect of symmetry in X…

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) and its associated…

Differentiate Static analysis and Dynamic analysis with proper representing pictures  Static analysis and Dynamic analysis Billions of loads with time Motion cannot be disregarded Two additional forces must be accounted Inertia forces Damping forces Structural such as pergola and water tank This can be idealized as…

Question 1: a)    Observation: Concrete crushed and the reinforcement is exposed. Concrete spalled beyond the reinforcement which may be a sign of rupture. Beam top potion looks safe because of the flange advantage from the slab. The crack develops from the bottom to bottom Means rebars yielding occurs in support…

1) Use the Architecture/ Structure Project file developed by you in Week 6 to 8. Export the Revit architecture and structure model to Navisworks Cache file following the export settings discussed in class               2) Use Navigate Tool to walk around the model and walk through the…

1) Using Dynamo create a set of sinusoidal points and create a curve and create a surface out of the curve.                         2) Create a conceptual layout of floor plan in dynamo . Using the tools available in dynamo link the lines to appropriate model…

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  I have choosen Office Building      Aim: To determine This is the Office…

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           2) Model a roof above the ceiling by selecting the footprints of the ceiling. Using the adjustment toolbars appearing on-screen…

Summarize the user interface in TSD with the for 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…

                                                                                           …

Aim             A G+1 floor residential plan, according to Vaastu shastra.   Introduction                         We are seeing about the building…

Aim: Calculate the Grade of M35 Mix design of concrete with flyash  Steps in concrete mix design as per IS  10262-2019 Stipulation for proportioning Test data for materials Target strength for mix proportioning Approximate air content Selection of water cement ratio Selection of water content Calculation of cement…