Understanding the concepts on Degrees of Freedom

AIM:  To Create and Analyse the given building in ETABS and the structural model has to be prepared in accordance with IS 1893 and IS 13920. To design the pile cap and pile reinforcement details, Tie the beam connecting the pile caps, and sketch the column reinforcements, to produce the framing plan and beam…

Objectives of the Challenge: To know the General design procedure of Spread footing with SAFE software. To know the General design procedure of Pile foundation with SAFE software. 1. Model the isolated footing provided in the week 11 challenge on SAFE. Analyze and design it to verify the size, depth and steel provided…

Objectives of the challenge: To know the general design procedure of Spread footing with hand calculations. To participate in how the inputs can be collaborated and arrived as data for calculations. Steps involved in Footing design: Calculation of gross soil pressure for footing area Calculation of Net soil pressure for…

Answer: Data required for ETABS analysis: Pinned Support, Base + 9 story (Ground to terrace) + 1 Mumty Column 450mm x 600mm, Beam 400mm x 500mm, Slab 150 thick, Shear wall 300mm thick. Live load 2.5 kN/m2, Floor finish 1.5 kN/m2, Wall load 5 kN/m, Water tank 20K litre over mumty equivalent to 200 kN overall load. Conceptual…

Objectives of the Challenge: To extract values of longitudinal steel ratio, boundary element length and shear reinforcing ratio from the design results. To provide a cross-sectional steel arrangement of the shear wall from its base up to the terrace, in compliance with provisions of IS 13920 – 2016. AutoCAD application…

Objectives of the Challenge: To know the design of the RC column using ETABS analysis. To know the basics of RC column reinforcement detailing with respect to primary standards. Ensure the ductility reinforcement required by IS-13920-2016   has been satisfied in the reinforcement drawing. Detailing rule of any…

Objectives of the Challenge: To know the design of RC beam using ETABS analysis To know the basics of Beam reinforcement detailing with respect to primary standards To ensure the ductility reinforcement required by IS-13920-2016 has been satisfied in the ETABS design Detailing rule of any Reinforced concrete member: 1…

AIM: To model and analyze the different-storey buildings and to do a comparative study for Seismic forces. OBJECTIVES OF THE PROJECT: To know how to extract different seismic responses for a structure. To understand how to easily alter certain properties in an ETABS model. To learn the factors influencing the dynamic…

AIM: To model a 25-storey building on ETABS with specified structural properties. OBJECTIVES: To know the modelling of a high-rise building in ETABS software. To verify the seismic code requirements from ETABS analysis. INTRODUCTION: To design the 25-storey building on ETABS required data is given below: Ground floor…

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, and lines depict beams). Look into aspects of symmetry, redundancy and bi-directional stiffness and ductility. Ans:        Question 2: What are the possible sources of irregularity…

 NOTE: In this challenge, since they are multiple special characters and matrix are involved it was written by hand and answers are uploaded. Answers:  

1. Differentiate Static analysis and Dynamic analysis with proper representing pictures Ans:     Static Analysis  Dynamic Analysis  Variation of the load with time is neglected due to the slow application of load. Variation of load with time is considered due to the fast application of load. The…

Question 1: What is the mode of failure or damage of the beams in the figure above? Are the damages repairable? Elaborate   a) Observations:  Concrete is crushed and the reinforcement is exposed. Concrete is damaged/spalled more than the reinforcement level and we can see elements changed darker which may…

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 Ans: AIM: To export Revit Week 6 to 8 Architectural and Structural project Model to Navisworks Cache file. INTRODUCTION: Navisworks…

1) Using Dynamo create a set of sinusoidal points and create a curve and create a surface out of the curve. Ans: AIM: To create a set of sinusoidal points and create a curve and surface out of the curve in DYNAMO. INTRODUCTION: Dynamo is a visual programming tool of REVIT, which is used to create Parametric structures…

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 Ans: In this project, I would like to model OFFICE BUILDING. 2) Assume reasonable assumptions…

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 create a Ceiling above the walls at the first-floor level INTRODUCTION: The ceiling is the element of the building with comes under the roof. In…

AIM: To create a 3-dimensional model of the residential building with a rendered view in AutoCAD. INTRODUCTION: Rendered view of the G+1 residential building is designed for this project. In this project, the Main objective is the usage of rendering in AutoCAD by giving correct materials, lights, view and rendering property.…

SMALL BUILDING:   ELEVATION: STAIRS: DOOR OPENING: (RENDERED FILE)    

FURNITURE ELEMENT: ISOLATED FOOTING: AASTHO TYPE GIRDER: DROP COLUMN WITH PANEL: GABLE WALL WITH:

SECTION AA: KITCHEN LAYOUT: INDUSTRIAL SECTION:

KITCHEN: ELEVATION: SECTIONAL VIEW:

Templates : Custom1_titleblock: Custom2_titleblock: Doors type for a warehouse: Symbols in the legend: Door type for residential building: Bar bending schedule:

AIM: To design and Draft a layout of a residential building of plot size 60'x20' with east facing by developing an architectural floor plan, elevations, sections and Structural drawings (column, beam and footing plan)   INTRODUCTION: Creating a residential plan and making it understandable requires additional drawing.…

Creating a Residence Layout, Seating plan, Toilet and Utility room plan using AutoCad   1 AIM: To sketch the layout of a residence as shown in the figure. INTRODUCTION: In this, sketch a new tool is introduced, known as layers. Using layers we can define the properties of different elements with different colours,…

Drafting of various geometries using Chamfer, Fillet tool in AutoCAD.   1 AIM: To create the given geometry using some tools in AutoCAD INTRODUCTION: In this geometry various tools, options and commands are used. Most importantly snap tools are used while drawing this geometry. Commands used are: Polyline Circle Mid…

  In this challenge, 6 geometries are provided and different aims are provided for respective geometries.    1: AIM: To create the cross-section of load bearing wall over spread footing. Introduction: This is created in AutoCAD using the following commands: Line Polyline : It is a connected sequence…

AIM:  To create the geometries from P1 to P2 using all the coordinate system methods. If required, we need to use the line tool to create the geometries and circle tool. The imperial template and the decimal units are used to draft the features. To draw the civil-related profile and the trusses shown above using any…

  AIM:  To prepare a G+1 plan of Residential Building according to Vaastu shastra To list the names of the structural drawings required to be provided to the site for construction. To calculate the corresponding individual loads from the members as per I.S codes.  INTRODUCTION: Vaastu shastra is the ancient…

AIM: To calculate the Concrete Mix Design for M35 grade concrete with fly ash and M50 grade concrete without Fly ash. INTRODUCTION: Concrete is a vital building material. A concrete mix is a combination of five major elements in various proportions: cement, water, coarse aggregates, fine aggregate, and air. Additional…