Q..    To Calculate the Concrete Mix Design for M35 grade concrete with fly ash & M50 grade concrete without Fly ash   ANS... INTRODUCTION:   therefore concrete mix design can be stated as concrete mix in terms of cement: sand: aggregates. The design is done according to the…

AIM: To sketch a G+1 floor residential plan, according to Vaastu Shastra, to list down the names of the structural drawings required to be provided to the site for construction and also by assuming the sizes of the structural elements (Column, Beam, Slab, etc.,) and to calculate the individual corresponding loads from…

Design and Draft a layout of a residential building with the following details: a. Plot Size: 60’x20’(18.3m x6m)  b. Orientation- Facing East  c. Develop the following: 1. Architectural Drawing (Floor Plan, Elevations, and Sections) 2. Structural Drawing (Column, Beam, Footing Plan) AIM:- To create…

Q1  templates as shown in Figures.          Q2   doors type for warehouse as shown in the Figure       Q 3. Create each symbol as a block with the name given in the legend.       Q4  door type for residential building as a block  …

Q1 Create the layouts of the Kitchen and provide hatches pattern as shown.  Q2. Create the elevation     Q3. Create the section view of an industrial building as shown in Figure.                                    …

Q1  using the template Tutorial-mArch.dwt in a scale as given in the Figure. 1:50   Q2  Use A4 Size page for the layout WITH SCALE     Q3  Use the scale as shown in the Figure. Use A4 Size page for the layout. Take a plot.                  …

CREATING  A 3D RENDERED MODEL FOR A RESIDENTIAL BUILDING IN AUTOCAD AIM- TO DRAFT A 3D VIEW OF BUILDING  USING AUTOCAD INTRODUCTION - The main objective of this project is to understand  AutoCAD 3D. AutoCAD is three-dimensional CAD software that is used commercially across the world. Developed by Autodesk in the year 1982.…

  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 model a Ceiling from the architecture tab above the walls at the first-floor level.     INTRODUCTION:-…

Q1) AIM:  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) OFFICE BUILDING Q2) AIM :  Assume reasonable assumptions for geographic…

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. A)  AIM: To use the architecture/structural project file developed from week 6-8, Export the Revit file to Navisworks…

  1) What is the mode of failure or damage of the beams in the figure above? Would you characterize the case as damage or as a failure? Are the damages repairable? Elaborate. a)              This crack will be formed due to the flexural failure of a beam. The flexural strength,…

1. Differentiate Static analysis and Dynamic analysis with proper representing pictures  The nature of loading governs the kind of analysis to be performed on the structure. The loads are divided into two basic categories Static Loads are the loads, the variation of load with respective time is very slowly (the…

AIM To calculate Ln,Mnand ΓnΓ for each of the five modes To calculate the effective modal mass Mn* and the modal mass participating ratio for the 5 modes. To find the base shear for each of the 5 modes of vibration and the combined base shear as per the SRSS rule.       ................................................................THE…

  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: Symmertry:   Investigation of the framing…

  Q.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 the restraint…

    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 : 300 × 400 mm  Columns…

                                                                                           …

  Provide raeasons for failure of the middle span along grid A. What are the possible ways this issue can be resolved?  Calculate value of the maximum shear force in any one of the spans in both the continuous beams, as per clause 6.3.3 (b) in IS 13920 – 2016. Also, confirm these values from shear force…

  AIM: In the given ETABS project we have to analyse and redesign the RCC moment resisting frame in two columns at the following grid intersection 3A & 3B from foundation to terrace level by using etabs with reference of IS 13920-2016 INTRODUCTION: In the modal we provide the details of longitudinal…

AIM.......................,,,,,,,,,,,..  To run the analysis and design the RCC shear walls shown in the ETABS model. To Extract values of longitudinal steel ratio, boundary element length and shear reinforcing ratio from the design results. To tProvide cross sectional steel arrangement of the shear wall from its…

AIM...................... To model an apartment with all seismic consideration, based on given architectural input and to know how to check the seismic performance of an apartment using ETABS       INTRODUCTION...........................   To model and analyse the G+7 residential building with the given…

Q..... Design a square footing for a column size of 400x400. The compression axial load for the load combination of (15 DL + 1.5 LL) is 2000 KN. The safe soil bearing capacity is 150 KN/m2 at a depth of 2 metres below E.G.L. Participants are free to go for either a tapered or stepped footing. Besides the total axial load,…

  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 model the isolated footing by using  SAFE and to analyze and to design it to verify the size, depth and calculation of steel provided…

AIM:-To Create and Analyse the given building in ETABS 2018, the structural model has to be prepared in accordance with IS 1893 and as per IS 13920. To design the pile cap and pile reinforcement details,Tie  beam  connecting the pile caps, to sketch the column reinforcements, to produce the framing plan and beam detailing…