THE NETWORK ISSUE IN MY CITY SO IM SENDING PDF FILE IN ATTACHED IN BROWSE FILE.

 IMPORTANT STRUCTRUAL DRAWAING FOR A PROJECT CENTRE LINE DRAWING FOOTINGAND COLUMN LAYOUT WITH RAINFORCMENT DETAILS COLUMN SCHEDUALSWITH RAINEFORCMENT DETAILS PLINTH BEAM LAYOUT WITH RAINEFORCMENT DETAILS FRIST FLOOR BEAM LAYOUT WITH RAINEFORCMENT DETAILS FIRST FLOOR SLAB LAYOUT WITH RAINFORCMENT DETAILS LIFT PIT…

1)ANS- C SHEPD LINE 2,1-8,1-8,2-3,2-3-6,8,6-8,7-2,7 2)ANS-P-2-LINE 2,1-5,1-5,5-6,5-6,1-9,1,-7,9-4,9-CLOSED 3)ANS-M SHEPD P-4 LINE 2,1-3,1-3,5-5,3-7,5-7,1-8,1-8,8-7,8-5,5-3,8-2,8-CLOSED    4) ANS-P-5 LINE 2,1-2,9-9,9-9,1-5,1-5,2-8,2-8,8-3,8-3,1-CLOSED 5) ANS-P-7 LINE 2,1-6,1-10,6-10,1-CLOSED-3,2-3,5-5,5-3,5-CLOSED-6,2-6,5-8,5-8,2-CLOSED…

AIM :- TO DRAW THE C.S. OF LOAD BEARING WALL OVER A SPREAD FOOTING USING AUTOCAD SOFT.    PROCEDURE :- OPEN THE AUTO CAD IN COMMAND TYPE NEW   IN COMMAND PLINE OR RECTANGAL DRAW RECTANGAL O.90 X AND 0.25 Y DIRCATIOM THEN SECOND CERATE RECTANGALN DIMENSSION OF 0.50 *0.40 THE DISTNACE BETWEEN RECTNAGLE…

AIM:- TO DRAW GIVINN DRAWING USING AUTO CAD SOFTWARE STEP 1- TO Command prompt tpye unit and choose the Decimal. STEP2 - THE COMMAND PROMPT TYPE PLINE               THE COMMAND PROMPT TYPE 3@0              THE COMMAND PROMPT TYPE 2.12 @45  …

1) ANS:- AIM- TO SKETCH THE LAYOUT OF RESIDENCE  AS SHOW IN FIG NO 1  PROCEDURE:- TO SELECT THE NEW TO PROMPT TYPE LIMIT MAX TO PROMPT TYPE ZOOM ALL TO PROMPT TYPE LIMIT  TO PROMPT TYPE ZOOM ALL TO PROMPT TYPE XLINE IN HORIZONTAL TO PROMPT TYPE XLINE IN VERTICAL TO PROMPT TYPE OFFSET 9" IN HORIZONTAL LINE…

1) ANS:-    AIM:- TO CREATE A COLUMN SCHEDUAL AS SHOWN IN THE FIG USING AUTOCAD SOFT    PROCEDURE:-   TO COMMAND PROMPT TYPE LINE TO CREATE TABLE  TO COMMAND PROMPT TYPE ST >ROMANS SHX>8"HIGHT>LEFT (JUSITFY)  TO COMMAND PROMPT TYPE TEXT TO GIVEN TEXT IN DRAWING   TO…

1) ANS-AIM:- To draw the elevation and details  of a wordrobe.after sketching,providing neat sketch text and daimenssion. procedure:- unit are sets as mm limitmax and limit are set zoom command aslo used in the coomand line draw rectangle 2800,2600 in the coomand line type offset offset from the top of daimenssion…

1)ANS:- AIM:-Create the Plan and Sections as shown in the Figures. Use proper dimension techniques and dimension styles to document the project. Assume the sizes of the doors and windows as per construction standards. Refer to sections for stair details if required. PROCEDURE:- FINAL RESULT:- 2)ANS:- AIM:- Create…

AIM;-Design and Draft a layout of a residential building with the following details           1) 52'*31' PLOT SIZE           2) Orientation- Facing East            COMMAND USES:-1) XL ,2) OFFSET,3) TRIM, 4)EXTEND,5) ADC,6) TEXT,7)LEADER,8)HATCH,9)BLOCK,10)INSERT,11)HATCH…

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

1ans AIM:-Create the layouts of the Kitchen and provide hatches pattern as shown. Also, use blocks whereverrequired. Provide appropriate dimensions in the plan. Assume the size of doors, appliances and othersas per the standards. USING COMMAND:- LINE, OFFSET,MTEXT,HATCH,LINER,DIMS   2ANS)- AIM:-2. Create the elevation…

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 size for the layout.…

1)ans:-Create a 3D Furniture element as shown in the Figure. Assume dimensions which are missing 2:-ans:-Create the 3d Model of an Isolated footing as shown in Figure. 3:-ans:-Create the 3D view of the AASTHO Type Girder. 4:- Create a 3d Model of a  drop column with panel as shown in section and isometric view.…

1)-aim:-Create a 3D Isometric View of the building with plan and elevation given. 2)-ans Create the 3D View of the Building Façade as given in the plan and elevation. Also, see the detail of the window. 3)-ans:- Create the ismoteric 3d view of a stair with railing as shown in the plan and elevation. Assume…

AIM:-Create a 3 dimensional model of the residential building with a rendered view PROCEDURE:- : FINAL RESULT:-

ANS:-1  TO 10       Turn the sun path on and off to view shadings in the layout created 11:-ANS:-What is the Analyze toolbar used in Revit? How it is beneficial for design and modeling ANS:-USING THE ANALYZE TOOLBAR CALLUCLET THE LOAD IN STR.VARROIUS TYPE OF TOOL AVAILEBLE IN TOOLBAR 12:- What…

1)What is BIM? Summarize the features of BIM and benefits of using BIM over 2D CAD tools. ANS:-BIM BIMis the tool for thebuilding information modeling. its a procss of creating and managenig information for a builet asset its used by profession to plan design of constructed a str building its  like all of the information…

AIM:-Creating Walls, Partition walls and Floors for a residential layout using REVIT PROCEDURE:- :-   RESULT:-  

1:-AIM:- 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 2:-AIM:-Model a roof above the ceiling by selecting the footprints of the ceiling. Using the adjustment toolbars appearing on-screen adjust the roof…

2:-aim:- From the National Building Code list the groups that will be essential to you when you begin modeling in Autodesk Revit. ans:-a) RESIDENTAIL BUILDING, B) INDUSTRAIL BUILDING, C) EDUCATIONAL BUILDING, D)ASSEMBLY BUILDING,E)STORAGE BUILDING, F) HAZARDUS BUILDING ,F) MERCANTILR BUILDING   3:- AIM:- List the…

1:- Select the type of structure you want to build from one of the three below ANS:-  I Have choosen Office Building. 2:-Assume reasonable assumptions for geographic and location details for your project modeling. Based on assumptions and type of structure selected identify the modeling requirements from NBC…

1)ans:- What are HVAC systems? Why are they essential in the modeling of buildings ANS:- HVAC- HETING VENTILATION AND AIR CONDUCATING. ESSENTIAL FOR REGULAETING THE AIR, HUMIDTY,TEMPRETURE IN BUILDING AS WELL AS STRUCTRE  OF BUILDING ITS TECHONOLGY OF INDOR ENVIORMENTAL COMFORT. ITS GOAL ITS TO  PROVIDE…

1:-aim:-Use the shortcut keys in Revit discussed in class to complete the following tasks and list them below           a. Using 3D model create a section box           b. To create similar doors and windows in a floor plan layout         …

1:-AIM:-Using Dynamo create a set of sinusoidal points and create a curve and create a surface out of the curve. PROCEDURE:- OPEN THE REVIT SOFT SELECT THE ARCETECHURE TEMPLET CLICK THE MANEG AND CLICK THE DEYMO OPEN DEYMO SOFT AND NEW FILE CLICK THE SERCH OPTION AND CLICK THE FOLOWING OPTION INTEGER SLIDER,RANGE,POINT…

1:-AIM:- 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- OPEN REVIT SOFTEWARE THEN OPEN STRUCTRUE FILE THE EXPORT-NWC FILE SAME PROCESS IN ARETECHURE…

1)-A):-AIM:- What is the mode of failure or damage of the beams in the figure above? Are the damages repairable? Elaborate   ANS:- ITS FROM OF FLEXURAL FAILURE DUE TO TO REVRESAL OF STRESS DURING EARTHQUAKE DURING STRESS REVRESAL SUPPORT TOP EXPRESSION COMPRESSION,AND BOTTOM EXPRESSION TENSION TOP COMPRESSION IS MANGED…

1)-AIM:-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   ANS:- UNIT DISPLECMENT u1=1 stiffeness coefficent of column transalation (2 similer)2*12EI/h^3 stiffeness coefficent of beam roation…

1:-AIM:- 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 The fundamental period of vibration (T1 = 2 seconds) and its…

1-AIM:- 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:- 2:-AIM:- What are the possible sources of irregularity in the building…

1 aim:- 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. Structural Element Sizes  Beams : 300 × 400 mm  Columns : 800…

 1)AIM:-   Factors influencing the dynamic characteristics of a building Factors influencing the Natural Period of a building Factors influencing the Mode shape of oscillations  RESULT- CRITERIA MODEL RESULT EFFECT OF STIFENSS OF TIME PERIOD BUILDING-E(10 STOREY WITH VARRING COLUMN) BUILDING-F(10 STOREY…

1aim- Detail design of beams in Etabs 2018.The ETABS file for a G+4 building is provided. Run the analysis and design the RCC Moment ResistingFrame. The following challenge deals specifically with two continuous beams in the 1st floor.         1) 3 span continuous beam along grid A     …

AIM- 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 reinforcement for the two…

AIM- 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. Extract values of longitudinal steel ratio, boundary element length and shear…

AIM;- 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,…

  1. OPEN A NEW MODEL - After that setting grid in the horizontal x- direction and vertical in the y-direction.             2.  story data  - After completion of the grid, the setting moves forward to set a story.  and set a  story by the provided architectural drawing.…

  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) To model the pile cap on SAFE software .     Introduction…