Mix design for M35 grade of concerete with fly ash------ Step 1  ---  stipulations for proportining--- a.grade designation =M35 b.cement opc 43 grade Is 8112 c.type of mineral admixture;fly ash ;conforming is 3812 d.maximum nominal size of aggregate=20mm .e. min. cement content ; 320 kg\m^3 Is code456:2000 based on exposure…

     this is a G+1 residential plan according to Vasthu shastra. adopt some guideline when we draw a plan according to vaastu shastra .   1. Living room --facing must be north and north west direction. --   drawn in this type face is north  --Entrance main door face should  be north…

AIM : TO drew given geometries using diffrent coordinate methode.   line command is only used  to activate line . 1.P1 a. absoulate coordinate system -  in here distance is mesured from orizon  ,   so  coordinate with respect to origon    PROCEDURE -      .TYPE…

AIM-- TO CREATING A FLOOR PLAN , FOOTING DETAILS ,AND ISOMETRIC VIEW USING AUTOCAD.   INTRODUCTION--.         CROSS SECTION OF LOAD BEARING WALL OVER SPREAD FOOTING- -PROCEDURE-- Type REC for reactanle and press enter . specify 1st corner point  enter diamension . enter lenth .90 enter…

ans---AIM - DRAFTING OF VARIOUS GEOMETRIES USING CHAMFER ,FILLET TOOL IN AUTO DAD. ---INTRODUCTION- Autocad offers various tool to perform diffrent task,these tools are - modification tool ,chamfer fillet ,offset ,rotate ,object snapping , trim ,extened, lenthan , mirror and join.     --GEOMETRIES USING DECIMAL…

AIM- TO DRAW THE GIVEN RESIDENTIAL PLAN WITH THE DETAILS GIVEN --   INTRODUCTION-- IT IS IDEAL  for  students , and  ,practitioners  of urban o f urban design , planning engineer ,architecture , and land scape seeking a  comprensive guide  to theory and practise  of designing and…

1.AIM- 1.TO DRAW ARCHITECTURAL DRAWING OF A RESIDENTIAL BUILDING ; DRAW IN HERE  a. Plan  b.Elevation  c.Section   of a residential building . 2.structural drawing -- -column , fotting , beam plan layout of a building .   PROCEDURE- -STEP1 select units in metric , and  drawing in meter…

AIM: Creat template as per question , take size of title block as per industry. assume it  as per paper size . -use text  where required , after creat  a title block save it and give name  custom -1 and custom -2 title block .   INTRODUCTION - The main aim  to this question is that  draw…

AIM- CREAT A LAYOUT OF KITCHEN AND PROVIDE HATCH PATTERN , ALSO USE BLOCKS WHERE EVER REQUIRED. PROVIDED DIMESIONS ,ASSUME SIZE OF DOORS ,APPLIANCES, AND OTHER AS PER STANDARD.   PROCEDURE - -import while layout of kitchen challange  6 - -now  imported file  do hatch . walls hatched line , column hatched…

AIM- 1.creat layout of plan and section , creating viewports ,editing attributes  and taking a plot. 2.to creating kitchen layout in A4 sheet  and take a plot. 3.TO creat multiview ports for  industrial section drawing , scaling it and a plot  is taking .   PROCEDURE - AIM-- TO CREAT LAYOUT OF…

1.AIM- CREAT A 3D FURNITURE ELEMENT AS PER QUESTION.ASSUME DIMESION THAT ARE MISSING. INTRODUCTION- in this question main aim  to creat 3d funiture element . commands - box ,rectangle ,region ,polyline , subtract , extrude etc.   PROCEDURE - go to setting section bottom  right corner ,sect 3d basic …

1.AIM - TO CREAT ISOMETRIC VIEW OF THE BUILDING  WITH PLAN AND ELEVATION GIVEN . INTRODUCTION - MAIN AIM OF THIS QUESTION IS THAT CREAT A ISOMETRIC  VIEW OF BUILDING WITH PLAN  AND ELEVATION '   PROCEDURE - -TO creat a plan of building  and convert into a region . -extrude region to given height…

AIM- TO CREAT 3D MODEL OF  RESIDENTIAL BUILDING  WITH A RENDERED VIEW .   -INTRODUCTION - MAIN AIM TO THIS  QUESTION IS THAT  TO CREAT A 3D  MODEL OF  RESIDENTIAL BUILDING  USING AUTO CAD 3D.SOFTWARE. -:PROCEDURE : -Creat a plan of building  and convert it into  a region…

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   INTRODUCTION- In this question main aim  to creating a ceiling plan of diffrent  level of building .   PROCEDURE - Open file week 3 challange …

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   RESULT  - I will go with multi unit residential  apartment.   2) Assume…

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   PROCEDURE - -GO TO REVIT FILE  created in ch 6  -goto file > export  -click on NWS FORMAT…

1) Using Dynamo create a set of sinusoidal points and create a curve and create a surface out of the curve.   PROCEDURE - -OPEN REVIT  -goto  MANAGE TAB > OPEN DYNAMO  in visual programming . -start process inserting 3 integers slider   -give name start ,end , step. - -type  RANGE…

Question 1: a)  b)   c)  What is the mode of failure or damage of the beams in the figure above? Are the damages repairable? Elaborate     ANSWER-   OBSERVATION - This type of failure occur at bottom to top . and this faiure looking deep , in there  structure . --and RCC comes…

1. Differentiate Static analysis and Dynamic analysis with proper representing pictures (30 marks)   ANSWER -   STATIC ANALYSIS -   -Static refers to  force that  has  constant  Size , position and  direction  on  or with in a structure . -There is no necessary to…

  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 - SYMMETRY- in symmetry process we compare 2  indentical…

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…

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.   INTRODUCTION - ETAB OR ETABS they meaning are same . it is extendended…

  Design a square footing for a column size of 400x400. The compression axial load for the load combination of (1.5 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,…

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 been derived     ANS-   ANS.            …

introduction -   ETABS OR ETABS  they meAn the same  its  full form is extended 3D Analysis  of  buillding system . its engineering software  product thats caters  to muiltistorey  building design and analysis . -ETABS offer single user interface  analysis  to perform …

  AIM- To carryout design of RCC model in etabs . -Design in here  rcc moment resisting frame . -provided rcc reinforcement in longitudinal  and shear in 2 beams  -give reason of failure of middle span along  grid A .     INTRODUCTION - IN THIS CH. 2 BEAM DETAILING IS DONE.   …

    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   AIM- Provide details of longitudinal reinforcement for the two columns, from foundation to…

Analysis & Design of RCC shear walls in the model using ETABS   AIM- The etabs file for a 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. Extract values of longitudinal…

Structural Modelling using Etabs 2018   AIM-     To model and analysis G+7 storey building  using ETABS with application of proper  load cases and load combination  for given typical floor plan  drawing .         STEP-1: Open ETABS  software . setgrids and storey…

 Design & Analysis of a Hostel building at Guwahati, Assam   AIM- TO CARRY OUT MODELLING ,ANALYSIS ,AND DESIGN OF CONSTRUCTION  DRAWING G+3 RCC BUILDING  IN  GUWAHATI , ASSAM . INTRODUCTION - ETABS IS an engineering software that caters multistorey design and analysis . -SAFE  is…

1. 1. Write the steps involved to upload a .std file through web mail? -open staad pro  -go to locate and share option avilable on introduction screen  -after clicking on share button ,select  mail option  -browse file  in  .std file and send.           2. Name the…

1. 1. How will you assign Circular section to column?   ans- go to properties  assign circular shape of column  next close  RESULT - CIRCULAR SECTION OF column is assign .             2. How will you assign Unit  system to a .std model file?   GO to menu >…

1. 1. State the primary load cases to be considered for design.   DEAD LOAD [IS 875 -PART 1] LIVE LOAD    [IS 875 -PART 2] WIND LOAD  [IS 875 -PART 3] SNOW LOAD  [IS 875 -PART 4] SEISMIC LOAD [IS 1893 -2016]     2. What is One – Way slab? One way slab is a slab which …

  1. Design a multi-storey Residential Building located in Bangalore using STAAD Pro Connect Edition. The specification must be as follows:      Building floors G + 6 + R Plan dimension B = 25m ,  L = 16m Storey Height h = 3.5m Soil  Hard soil Use Residential Purpose Safe Bearing Capacity…

  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.…

  Given below is a floor plan of a building. The red lines running East-west are beams supported by the girders spanning North-South between columns.  The floor system is 120 mm thick normal weight concrete floor. The floor finish and mech loads on the floor is 3 kPa. The live load on the floor is 5 kPa . All beams have…

A 30 - 40hr project on modelling, analysis & design of a state-of-the-art tall building using ETABS software. Key Highlights: a. Modelling To comprehend the architectural plan provided by the architect and look-out for the key information from the drawings. Import the architectural floor plan (provided by the architect)…

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. Key Highlights: a. Modelling The structural model prepared for the project 1to be used for the project 2. Prepare two distinct structural framing…

  Create column properties for different typesof pedestal members and model in the grid AS created as per the assignment 1    ANS-1 STEP-1. OPEN Tekla designer >new project workspace will be open .> go to model tab  >construction level > creats level as per given file .    …

1. Create beam properties for First floor and model the beams     ANS- open file inTSD >home>manage propwrty set >click new> members>steel beam >off autodesign option >select MB350>OK     .structure >level option >under level >select 1st floor      …

1. 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    Properties windows –…

                              cont. 123 diagrames         ANS-2                   NEXT CHECK ALL LOAD COMBITION AND ALL LOAD CASES   CON BM SFD         …

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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    ans0-1. PROCEDURE -   OPEN tekla designer software previous file > open a file in ms excel  for calculation of dead load…

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  Generate manual wind loading in the design report based IS code as per the following input Basic wind speed = 39m/s Terrain category 2 ans-       -basic wind speed select appendix A  OF CODE BOOK IS 875 PART 3 THIS  gives basic wind speed of diffrent cities . -design wind speed Vz =Vb *K1*…

  Generate seismic loading based IS codal provisions and zone II. Any other data you can assume and input accordingly   ans-                               HENCE SEISMIC LOADING ARE TO BE GENERATED .           2. Run…

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Aim: Perform Form-finding and structural analysis structure of multiple masts. Procedure:  Open the RFEM software and input the required settings     Set the units to metric system     Tick the Form Finding option      Insert the nodes at required locations     Connect…

Step 1: 1) Open dlubal software and click new 2) Edit the name and description 3) Click tick mark for both form finding and cutting pattern  4) Click Ok Step 2: 1) Click new nodes 2) Place the nodes as per the question 3) Click new line option and draw the lines based on the nodes placed Step 3: 1) Double click the…