CONCRETE MIX DESIGN FOR M 35 GRADE WITH FLY ASH. grade of designation  : m35 type of cement:opc 43 grade confirming 8112 maximum nominal size of aggregate: 20mm exposure type: severe minimum cement content :320 kg/m3 workability :100mm method of concrete placing: pumplable type of aggregate : crushed angular maximum…

dear    i am unable to send my challenge ,i try but it show some error.

  aim:creating the geometry of given picture by auto cadd through different coordinates method. there are four types of coordinates system 1 . absolute coordinates system: all points given in drawing with respect to origin. 2  relative rectangular coordinates system: first point with respect to origin and then…

Q1 AIM : to draw the c s of load bearing wall over spread footing using auto cadd software. PROCEDURE: By rectangular polar coordinates     in the command type QNEW click on imperial tempelate, dvnced setup ,decimal in the command type UNITS decimal precision=0.00, angle= decimal angle in the command type ds…

Q1  AIM: TO DRAW THE GIVEN DRAWING ITHE ATTACHMENT ON AUTOCADD SOFTWARE         PROCEDURE:  open autocadd     in the command type QNEW click on imperial tempelate, dvnced setup ,decimal in the command type UNITS decimal precision=0.00, angle= decimal angle in the command type ds…

Q1     aim' to draw the residencce layout in the auto cadd software.  qnew command ;unit click ; engineering, inch command: limit set up command : xline h command :xline v then used command ; offset, trim, fillet,copy ,move               Q2      used command…

q1    AIM: TO CREATE COLUMN SCHEDULE IN AUTOCADD SOFTWARE OPEN AUTOCADD COMMAND :QNEW COMMAND: UNIT, CLICK ENGINEERING AND INCHES COMAND: LIMIT SPECIFY FORST CORNER POINT :INTER SPECIFY SECOND CORNER POINT: 50,50 COMAND :LINE TAKE FIRST POINT   SPECFY 2ND POINT AND MAKE RECTANGLE BY LINE TOOL COMMAND…

     Q1 AIM :TO DRAW THE ELEVATION AND  SECTION OF WARDROBE THROUGH THE AUTOCADD               SOFTWARE. COMMAND : QNEW COMMAND: UNIT SET UNIT AS DESIMAL AND MILIMETER COMMAND : LIMIT SEPECIFY FIRST CORNER & SECOND CORNER COMMAND : ZOOM  COMMAND : A INTER…

 Q1   AIM :TO DRAW THE PLAN ELEVATION AND  SECTION OF BUILDING THROUGH THE AUTOCADD               SOFTWARE. COMMAND : QNEW COMMAND: UNIT SET UNIT AS DESIMAL AND MILIMETER COMMAND : LIMIT SEPECIFY FIRST CORNER & SECOND CORNER COMMAND : ZOOM  COMMAND : A INTER…

AIM : TO CREATE THE ARCHITECTURAL DRAWING OF  PLOT SIZE : 60'*20' BY  AUTOCADD SOFTWARE. command : QNEW COMMAND UNIT SET UNIT COMMAND: LIMAX COMMAND Z INTER COMMAND :A INTER used command line,offset,dimension,multitext, copy ,mirror, rotate, chamfer, fillet, block, insert,          ARCHITECTURAL…

   Q1       AIM :TO CREATE THE TEMPLATES GIVEN IN THE FIGURE  THROUGH THE AUTOCADD  SOFTWARE. COMMAND : QNEW COMMAND: UNIT SET UNIT AS DESIMAL AND MILIMETER COMMAND : LIMIT SEPECIFY FIRST CORNER & SECOND CORNER COMMAND : ZOOM  COMMAND : A INTER COMMAND : LINE TOOL SPECIFY FIRST…

Q1   AIM :TO CREATE THE LAYOUT OF KITCHEN PLAN BY AUTO CADD SOFTWARE.  COMMAND : QNEW COMMAND: UNIT SET UNIT AS DESIMAL AND MILIMETER COMMAND : LIMIT SEPECIFY FIRST CORNER & SECOND CORNER COMMAND : ZOOM  COMMAND : A INTER COMMAND : LINE TOOL SPECIFY FIRST POINT: 1,1AND SECOND POINT  USED COMMAND:LINE,…

Q1     AIM" TO CREATE PLAN AND SECTION OF LAYOUT OF  BUILDING USING TEMP TUTORIAL mARCH BY AUTOCADD SOFTWARE. COMMAND" LAYOUT  RIGHT CLICK AND NAME THE LAYOUT , SET THE PAGE SET UP COMMAND:MVIEW SPECIFY THE FIRST CORNER AND SECOND CORNER COMMAND : MS FOR ZOOM IN AND OUT IN VIEWPORT OR DOUBLE CLICK IN SIDE THE VIEWPORT…

    AIM- TO CREATE 3D FURNITURE ELEMENT AS SHOWN IN FIG ,BY AUTOCADD SOFTWARE. COMMAND-QNEW COMMAND -UNIT SET THE UNIT  CLICK IN ENGINEERING AND INCH COMMAND-LIMIT SET THE LOWER AND UPPER LIMIT CLICK ON WORKSPACE SWITCHING CLICK ON 3D MODELING CLICK ON ISOMETRIC VIEW COMMAND- LINE SPECIFY 2ND POINT AS COORDINATE-(…

   Q1 AIM- TO CREATE 3D ISOMETRIC VIEW OF PLAN ,BY AUTOCADD SOFTWARE. COMMAND-QNEW COMMAND -UNIT SET THE UNIT  CLICK IN ENGINEERING AND INCH COMMAND-LIMIT SET THE LOWER AND UPPER LIMIT CLICK ON WORKSPACE SWITCHING CLICK ON 3D MODELING CLICK ON ISOMETRIC VIEW COMMAND-RECTANGLE TAKE RECTANGLE AS PER DIMENSION…

Q1 AIM : TO CREATE THE 3 DIMENSIONAL MODEL OF RESIDENSIAL BUILDING. command :QNEW COMMAND: UNIT SET UNIT COMMAND LIMIT SET LIMIT COMMAND: D SET DIMENSION COMMAND :LINE SPECIFY FIRST POINT MAKE A RESIDENTIAL DRAWING BY 2D WITH  COMMAND: ( LINE ,OFFSET,COPY AND MOVE AND DIMENSION) NOW SET; 3D MODELLING SET :SW ISOMETRIC…

Q1 AIM:TO CREATE NEW PROJECT AND NAME PROJECT OPEN REVIT CLICK NEW, OPEN TEMPLATE DIALOG BOX CLICK ON  ARCHITECTURAL  CLICK FILE MENU FROM TOOL BAR FROM FILE MENU, GO TO NEW ,OPEN TEMPLATE BOX, CHOOSE ARCHITECTURAL AND START WORK   Q2 AIM : TOSAVE, CLOSE AND OPEN THE PROJECT FILE FROM FILE TOOL BAR BEFORE…

Q1 AIM: TO KNOW ABOUT BIM AND BENEFIT OF BIM OVER 2D CAD TOOLS BIM is known as building information modelling and it is process of creating and managing information for a built asset, and it is supported by various tools and technology.    it integrates structured,multidiciplinary data to produce a digital repersentation.it…

Q1 AIM;TO CREATE FLOOR  IN THE CREATED PLAN  AND ALLIGN FLOOR PLAN WITH GRID. NEW BUILDING PLAN HAS BEEN CREATED . PROCEDURE AS BEFORE                  Q2 AIM: TO CREATE ADD WALLS ON THE EXISTING FLOOR, ON THE FLOOR TO EDIT THE WALL COLOUR AND TEXTURE. CLICK ON …

  Q1  AIM; TO CREATE CEILING IN MODELLING   without ceiling    to erect ceiling on model  model without ceiling   go to architectural  click on ceiling select the area by tools go to  ceiling  property height offset 8'0"           q2 AIM:Tto create…

Q1 AIM: NESSITY OF BUILDING CODES IN MODELING OF DRAWING.  FOR THE SERVICEABILITY,ACCESSBILITY FOR EVERY KIND OF PEOPLE,FOR THE PURPOSE OF AESTHETIC,SAFTY, PROPER VENTILATION, DOESNT COLLAPSE DURING NATURAL CALAMITY OR DUE TO SELF LOAD,AND DO NOT COST ANY HUMANLIFE, WE REQUIRED SOME CODE TO FULFIL THESE REQUIREMENT…

q1 AIM :TO CREATE ARCHITECTURAL TEMPLATE, BY USING MANAGE TAB SET PROJECT BASE POINT AND project shared coordinates    open revit new project architectural go to grid make make grid in vertical and horizotal   CHANGE THE NAME OF GRID GO TO MANAGE  SPECIFY SHARED COORDINATES MAKE EAST/WEST ; 0,0 SIMILARLY GO TO  SHARED…

Q1   i choose residential building  Q2   MODELLING  done AS PER THE NBC requirement.  q3     aim ;to create structural drawing tool used structure grid level column beam slab view footing etc                            …

    Q1                a.  Using 3D model create a section box                                                  BX       …

Q1 THE MEANING OF HVAC STANDS FOR HEATING,VENTILATION AND AIRCIRCULATION. THE MAIN PURPOSE OF PROVIDING THE HVAC SYSTEM IS TO MAINTAIN THE OPTIMUM TEMPETURE AND CIRCULATION OF AIR THROUGH THE ENTIRE BUILDING.IT IS DESIGNED BY HVAC ENGINEER. FOR PROPER LIGHTING AND AIR CIRCULATION IN THE  BUILDING AS WELL AS TO CONTROL…

Q1 AIM : TO CREATE SINUSOIDAL POINTS AND CREATE CURVE AND CREATE SURFACE OPEN REVIT NEW ARCHITECTURAL TEMPLATE GO TO MANAGE  CLICK ON DYNAMO OPEN DYNAMO DIALOG BOX CLICK NEW CREATE CODE BOOK NAMING  X,Y Z CREATE POINT COORDINATES CREATE SLIDER INTEGER NUMBER                …

Q1 AIM; TO EXPORT THE ARCHITECTURAL/STRUCTURAL PROJECT  FILE IN NEVIWORK CACHE FILE. TOOL USED FILE EXPORT NWC OPEN THE REVIT CLICK ON ARCHITECTURAL MODEL GO TO 3D GO TO FILE CLICK ON EXPORT AND SAVE IN NWC NOW OPEN THE NWS WINDOW GO TO OPEN AND CLICK ON EXPORTED FILE FILE TTPE SHOULD BE NWC.     Q2 AIM;…

Q1 a reason is  weak column and strong beam. b  SHEAR FAILURE C BEAM COLUMN CONNECTION FAILURE DUE TO FORMATION OF PLASTIC HINGE INADEQUATE REINFORCEMENT   Q2 A   SHEAR FILURE B MORE COMPRESSION AT JIONT SPACING OF LINK STIRUP IS MORE C BUCKLING  

      Question 1: Compute lateral stiffness of the one story frame with an intermediate realistic stiffness of the beam. The system has 3 DOFs as shown. Assume L = 2h and Elb = Elc               Question 2: For the following structures: Determine the number of…

  Q1 AIM; TO COMPUTE Ln,Mn,Tn, for the five modes, and effective modal mass Mn*                                

  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…

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: As shown the plan,the lay out of column  is symmetrical in both…

    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…

AIM; TO Provide Factors influencing the Natural Period of a building     Effect of stiffness on T: Compare fundamental natural periods of buildings E & F as well as G & H. Why is there a marginal or significant difference in the fundamental natural periods?        Effect of mass on…

   AIM; Design of beam provided in model. provide the longitudinal and shear reinforcement for the continous beam provided in the model.   open the attachment check load combination run analysis.                        REINFORCEMENT DETAILS OF 7…

    AIM ; To provide the reinforcement detailing of columns in Etabs 2018. 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…

    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 at grid A-11 in the structural model. AIM TO ; Extract values of longitudinal steel ratio, boundary element length…

   AIM:TO MODEL  A G+7 BUILDING USING ETAB , WITH GIVEN FLOOR PLAN AND LOADING .TO SHOW THE MODEL INTER STORY DRIFT, VERTICAL AND PLANER IRREGULARITIES, MINIMUM SHEAR WALL AND AXIAL LOAD RATIO FOR COLUMN AND SHEAR WALL.                          …

        AIM   ; TO 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…

AIM:  Model the isolated footing provided in week 11 challenge on SAFE. Analyze and design it to verify the size, depth and    OPEN SAFE SOFTWARE    GO TO NEW MODEL                  LOAD ON COLUMN          DISPLACEMENT LESS…

AIM ; DESIGN & ANALYSIS OF A HOSTEL BUILDING ,G+3+MUMMTY LOCATED AT GUWAHATI, ASSAM. WHOSE AREA IS 68.075mX 13.550m given data AREA  OF BUILDING= 68.075X13.550 BLOCK= AAC, AND RED BRICK AT  PARAPET TYPE OF SOIL= 3 PILE LENGTH= 10M CAPICITY OF PILE= 280KN DIA OF PILES= 500MM USE M25,AND Fe500,Fe415 SUPPORT = PINNED JOINED…

AIM: TO CREATE STAAD MODEL WITH THE FOLLOWING INFORMATION.   Q1 1. 1. Write the steps involved to upload a .std file through web mail?    2. Name the different materials that can be designed using STAAD Pro.    3. Is it possible to capture images in STAAD Pro? If yes how?    4. Name…

    1.how to assign circular section to a column GO TO PROPERTY-- DEFINE --select circle--input dia--add--assign 2. how to assign unit to staad model file   GO TO VIEW--DISPLAY OPTION--SELECT STRUCTURAL UNITS 3.What are the parameters to be specified while using “Bay Frame” option? GO TO ANALYTICAL…

    1. State the primary load cases to be considered for design.    2. What is One – Way slab?    3. What is the value of unit weight of structural steel and soil?    4. Name few sections that can be defined using Properties tab in STAAD Pro.    5. Define Primary…

    Title  Calculation of Seismic Load (IS 1893 - Part 1)                         Design Base Shear     VB = Ah W   kN   Design Horizontal Acceleration Coefficient                 Ah =                         Zone factor     Z = 0.1     Soil Condition factor , Sa / g                     T =  0.09/SQURT D              …

  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…

   THE STRUCTURAL MODEL OF PROJECT 1 FRAMING FOR PRIMARY BEAM.     FRAMING FOR SECONDRY BEAM       MEMBER DFINITION OF STEEL SECTION BY IMPORTING     DECK PROFILE USING COMFLOUR MANUAL.   IMPOSED LOAD= 3 KN/M2 SUPER IPOSED DEAD = 2.5 KN/M2    = 5.5 KN/M2 FROM…

ANS THE GIVEN ARCHITECTURAL DRAWING         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) in ETABS model to start with the modelling. Create grid lines,…

    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…

Create column properties for different types of pedestal members and model in the grids created as per the assignment 1   CREATED LEVEL.    GRID   COLUMN PROPERTIES FOR PEDSTAL                       2.Create column properties for steel columns and…

  1. Create beam properties for First floor and model the beams.                    Create rafter beam on second floor as roof and moment frame action in one direction and add bracings at locations as per the design intent           RAFTER BEAM                                                          

          Calculate dead load in design report based on IS code and apply dead load on the model    APPICATION OF DEAD LOAD ON THE MODEL. Finishes of 50mm       dead load of finishing                         …

    Generate manual wind loading in the design report based IS code as per the following input Basic wind speed = 39m/s Terrain category 2   BASIC WIND SPEED=Vb=  39 M/S Vz = Vb *k1*k2*k3*k4 ki= probbility fctor    =   0.92  k2= terrain roughness and heigt factor =1.06 …

  Q Summarize your study for the bending moment, shear force and deflection diagrams for the elements of the model   Based on the analysis design the members and outline the thought process in selecting the member sizes along with the foundation design     PERIVIOUS MODEL        …

   Q1 COVER OF DIFFERENT STRUCTURAL MEMBER BELOW GROUND.    COVER OF DIFFERENT STRUCTURAL MEMBER ABOVE GROUND .                                 Q2 Model grids as per the attachment 2,2.1 and 2.2           3.  Study the layout and write a summary for general arrangement of the structure.         4. Model RC columns, beams…

    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   DEAD LOAD CAALCULATION A      FINISHES          THICKNESS OF FINISHES = 50mm =0.05 M  …

  Generate seismic loading based IS codal provisions and zone II. Any other data you can assume and input accordingly          TO GENERATE SEISMIC LOADING.                                      2.Run…

  Design the slab and foundation of the model. Outline the thought process for designing of the elements (column, beam, slab and foundations)    DESIGN OF SLAB.   MODEL.     CHOOSE GROUND FLOOR SLAB                       l/d raio more.…

  Based on the analysis design RC column and beam.   MODEL . SUPPORT  PINNED     SUPPORT ' FIXED   MODEL : AFTER ANALYSIS.           DESIGN OF COUMN.   SELECT ANY FRAME               SELECT COLUMN - GO TO INTERACTIVE COUMN DESIGN.                 DIA OF BAR  =T20             DESIGN OF BEAM.           ROOF BEAM        …

  Generate report for the steel building design from challenges 1 – 6 along with the loading summary.   MODEL         LOAD CASE SUMMARY   SELECT AND RIGHT CLICK ON PARTICULAR MEMBER --CLICK ON REPORT MEMBER.               2.Generate report for RC structure along with the loading summary model. go to report            …

AIM-- Develop general arrangement for the RC office building. Analyze and design the building as per IS standard code in TEKLA STRUCTURAL DESIGNER. Refer the attached plan and elevation. The building to be designed for dead, live, wind and seismic loading. Report of each member to be generated and extract drawings for…

  Analyze and design a steel building to 10T CRANE as per IS standard code in TEKLA STRUCTURAL DESIGNER. Refer the attached plan and elevation. Provide bracings and moment connection for lateral stability.  Consider dead, live, equipment and wind loading. Consider the brick wall loading for 150mm thick and 1.5 KN per sq…

    Design and optimize typical shear, moment and Splice joints in RAM Connection for the following structure modelled in Staad Pro. Design and optimize base plate connection. Structure: A 2D portal frame fixed support spanning 15m with a pitched roof ridge height of 12m, slope of 4 degrees. A uniformly distributed…

  Design and optimize typical shear, moment and Splice joints in Staad Connection module for the following structure modelled in staadpro. Generate Report. Design and optimize braced connection (use US standard connections) in RAM Connection.  Structure: A 2D portal frame fixed support spanning 15m with…

    Design of Tension Member 1. Net Area for tension member calculation problem Calculate the net section area for the tension member as shown in Figure below. The plate size is 260 x 20 thick and Bolt size is 20 mm. Plate – Drilled Hole Plate – Zigzag bolting Angle (200 x 100 x 12 with M20 bolt)…

  1. Effective length factor determination problem Height of column is 10 m and it is effectively restrained in mid height in one direction (in Z direction) but free to move in other direction (Y direction). Bottom of column is Fixed and top of column is Free. Calculate effective length factor of columns in following…

  Design of Beams 1. Section classification problem for listed beam shapes Calculate section classification of following beam shapes ISMB 500 ISMC 200 PG 1300 x 450 x 20 x 12 Double angle (Back to back) – 2 x ISA 75x75x6 RHS - 150 x 100 x10 Builtup box – 1000 x 450 x 20 x 12   ANSS  PROPERTIES…

     1  Determine PG Web thickness for given load without stiffener For a PG of size 1200 x 300 x 25x 10, Check if the web is adequate to carry a factored shear force of 1000 kN. Yield strength of plate fy is 250 Mpa.   GIVEN DATA                   …

1. Modelling of a structure exercise Model a structure with following details Bay spacing 5 m Span of Truss 30 m Shape of Truss – Pratt Truss Slope of truss 20 degree Height of the column 15 m Floor Beams at 5 m from base Secondary beams at 1.5 c/c Length of the building 50 m Column Supporting Floor Beam @ 6 m c/c…

    1. Truss type reasoning Out of the two through type truss systems shown below, which is the most efficient in carrying gravity load? Reason it out.           2. Deflection shape & Bending Moment Drawing (Qualitative approach) For the beam & Frame below draw deflected shape…

  1. Chequered Plate design Design a chequered plate to carry a uniformly distributed Factored live load of 15 kN/m2. Consider the plate is spanned with dimension of 1200 mm x 5000 mm with all edges fixed. (Refer Roarks chart table 11.4) ASSUME LX = 1.2M              Ly =  5M …

  Loading, Analysis and Design Procedure in STAAD Pro 1. Applying Load Exercise For the structure modelled in previous exercise. Apply following loads Form a Load case as DL for Dead Load Apply Self weight Apply member load of 3 kN/m on the rafter Apply member load of 6 kN/m on the secondary beams Apply point load of 20…

    . Design of dual slope (pitched) roof frame Design a 3 hinged pitched roof frame of a steel building. Assume no wind load acting on the walls and roof. Analyse the frame structure and draw bending moment, shear force and axial force diagrams of the frame. The slope of the roof is 1 in 10 and the roof is accessible…

      1. Purlin & Girts number determination problem Calculate total number of purlins and girts required for the building with following inputs Rafter span = 50 m Bay spacing = 8 m Roof slope = 1 in 10 Height of column = 12 m Brick wall height = 2 m Purlin spacing = 1.2 m Girt spacing = 1.5 m  …

    1. Isolated Footing Design isolated footing for a column 300 mm x 450 mm, carrying axial load of 1500 kN and Mu = 150 kNm using STAAD. Foundation. Assume that the moment is reversible. The safe bearing capacity of the soil is 200 kN/m2 at a depth of 1 metre from ground level. Use M 25 and Fe 415 for…

          MODEL WITH CANOPY AND MEZANINE FLOOR'        member load       after analysis