Q.CALCULATE THE CONCRETE MIX DESIGN FOR M35 GRADE CONCRETE WITH FLY ASH &M50 GRADE CONCRETE WITHOUT FLY ASH? ANS-Calculate the concrete mix design for m35grade concrete with fly ash 1.stipulation for proportioning        a) grade designaton-M35        b)type of cement-opc43 grade…

PROJECT : CREATING AN ARCHITECTURAL PLAN FOR THE PROVIDED PLOT SIZE AD DEVELOPED RELEVANT BASIC STRUCTURAL DRAWINGS        AIM : DRAW THE BUILDING ARCHITECTURAL PLAN HAVING PLOT SIZE 60'X20' (18.3 M X6 M) AND DEVELOP THE STRUCTURE :   ARCHITECTURAL DRAWINGS : Site plan ground floor plan first floor…

AIM 1. Create the templates as shown in Figures. Take the size of the title block as per industry standards or you can assume it as per the size of the paper. Use text and attributes wherever required. After creating the title block you need to save it as a block with names: Custom1_titleblock and Custom2_titleblock, respectively.…

  PROBLEM NO 1 : AIM : Create the layouts of the Kitchen and provide hatches pattern as shown. Also, use blocks wherever required. Provide appropriate dimensions in the plan. Assume the size of doors, appliances and others as per the standards.        PROCEDURE : click on autocad application …

  PROBLEM :1 AIM : Create a layout of the Plan and Section A of the project in Challenges 7, using the template Tutorial-mArch.dwt in a scale as given in the Figure. Use the MV command to create the viewport of the size as shown in Figure. Also, use ATTEDIT command to edit the information in the title block. Use A1…

  PROBLEM NO : 1   AIM : Create a 3D Furniture element as shown in the Figure. Assume dimensions which are missing.     PROCEDURE : click on AUTOCAD  application  command : QNEW  click on ADVANCE SEETING  UNIT : ENGINEERING  precision 0'-0" ANGLE : DECIMAL DEGREE PRECISION 0 ANGLE MEASURE : EAST AND CLICK ON NEXT  ANGLE…

  PROBLEM NO : 1   AIM :                PROCEDURE USED : start the autocad software in laptop  command : QNEW  select the imperial  click on advance setup set unit : engineering  precision :0',0" set angle : decimal degree , precision : 0 click on next butten  set angle measure : east  angle direction : counter clockwise …

  PROJECT : Create a 3 dimensional model of the residential building with a rendered view.    AIM: TO DRAW THE 3D  RESIDENTIAL BUILDING AND TO CREATE THE RENDERED VIEW     PROCEDURE :    DIMENSION : EXTERNAL WALLS : 9" WINDOW : 3'X4' DOORS : 4'X7' ALL DIMENSION IN INCHES    PROCEDURE : click on autocad software and start…

3D Creation of Celing, Roof, Architectural plan, Structural plan, Sectional view, Elevation view and Camera specific view for a house plan using REVIT     QUESTION 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…

CREATE A RCHICTUCTURAL AND STRUCTURAL MODEL WITH 3D RENDERING USING REVIT :      QUESTION : 1   Select the type of structure you want to build from one of the three below:a Multi-Unit Residential Apartmentb. Office Buildingsc. School ANSWER :         for the project i have selected multi- unit residential apartment   …

USAGE OF NAVIGATION TOOL, TIMELINE AND CLASH DETECTION TEST USING NAVISWORK :        QUESTION : 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…

Solution.1)  Aim: Using Dynamo create a set of sinusoidal points and create a curve and create a surface out of the curve. Procedure: Open a new Archtectural File. Go to Manage tab and select Dynamo Option.           Dynamo screen will open-up, Select a New File.                      Create Integer tab for taking input.…

IDENTIFIAION OF CRACKS      What is the mode of failure or damage of the beams in the figure above? Are the damages repairable? Elaborate ?   QUESTION : 1 (A) ANSWER :       Mode of failure is given below :   It is the form of flexural failure and it is developed…

  1. Differentiate Static analysis and Dynamic analysis with proper representing pictures (30 marks) STATIC ANALYSIS:  The main difference between static and dynamic analysis is TIME! If the load is applied so slowly, that inertia effects won’t play a role, all you need is static analysis. DYNAMIC…

  UNDERSTANDING THE CONCEPT OF DEGREE OF FREEDOM :      QUESTION : 1 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…

CONCEPT OF POSITIONING OF COLUMNS :      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. ANSWER : …

  CONCEPTUAL DESIGN OF A BUILDING WITH COLUMNS AND SHEAR WALLS :     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…

  MODELLING OF 25 STORY BUILDING WITH THE SPECIFIED PROPERTIES USING ETABS    AIM :  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.…

  MODELLING OF 25 STORY BUILDING WITH THE SPECIFIED PROPERTIES USING ETABS    AIM :  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…

  REINFORCEMENT DETAILING OF BEAMS FROM ETABS OUTPUT    Detail design of beams in Etabs 2018. But i have ETABS 2017, So i design the beam in ETABS 2017   QUESTION :   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…

    REINFORCEMENT DETAILING OF COLUMNS FROM ETABS OUTPOT :    QUESTION :  The ETABS file for a G+4 building is provided. Run the analysis and design the RCC Moment Resisting Frame. The following challenge deals specifically with two columns at the following grid intersections. 3A 3B Provide details of longitudinal reinforcement…

  ANALYSIS AND DESIGN OF RCC SHEAR WALLS IN THE MODEL USING ETABS :    QUESTION  The etabs 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…

  STRUCTURAL MODELLING USING ETABS 2018    Aim - i) To design a structural model on the basis of provisions from IS 1893 and IS 13920 in seismic zone 5.          ii) To Run a modal response spectrum analysis and check analysis results of the Etabs  .       Introduction -    1) ETABS is an engineering software product that…

DESIGN OF SHALLOW FOUNDATION  (ISOLATED FOOTINGS )   AIM :        To design a square footing for a column size of 400x400 .   PROCEDURE : Design of square footing : Given: Column size = 400*400 mm Soil bearing capacity SBC = 150 KN/mm2 Compression axial load = 2000KN Compressive strength fck = M25 Steps involved in design…

  FOUNDATION DESIGN USING SAFE        Aim - i) To  model the isolated footing provided in week 11 challenge on SAFE.          ii) To Analyze and design it to verify the size, depth and steel provided as per calculations.          iii)…

  PROJECT 2  Design & Analysis of a Hostel building at Guwahati, Assam   AIM :   To Create and Analyse the given building in ETABS 2018, the structural model has to be prepared with IS 1893 and as per IS 13920. To design the pile cap and pile R/F details , Tie  beam  connecting the…